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DRAFT COMPLETION OF WORK REPORT 
VOLUME 3: APPENDICES A AND B 



FOR THE 

CAMP EDWARDS IMPACT AREA 

GROUNDWATER QUALITY STUDY 



MASSACHUSETTS MILITARY RESERVATION 
CAPE COD, MASSACHUSETTS 



Prepared for 

NATIONAL GUARD BUREAU 
ARLINGTON, VIRGINIA 



Prepared by 

OGDEN ENVIRONMENTAL AND ENERGY SERVICES 

239 Littleton Road, Suite IB 

Westford, Massachusetts 01886 



L:\MMR\REPORTS\FINAL\APP AB.DOC July 1 - 1998 






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DRAFT COMPLETION OF WORK REPORT 
VOLUME 3: APPENDICES A AND B 



FOR THE 

CAMP EDWARDS IMPACT AREA 

GROUNDWATER QUALITY STUDY 



MASSACHUSETTS MILITARY RESERVATION 
CAPE COD, MASSACHUSETTS 



Prepared for 

NATIONAL GUARD BUREAU 
ARLINGTON, VIRGINIA 



Prepared by 

OGDEN ENVIRONMENTAL AND ENERGY SERVICES 

239 Littleton Road, Suite IB 

Westford, Massachusetts 01886 



L:\MMR\REPORTS\FINAL\APP_AB.DOC July 1, 1998 



Digitized by the Internet Archive 

in 2013 



http://archive.org/details/draftcompletiono03unse 



Draft Completion of Work Report 



DISCLAIMER: 
This document has been prepared pursuant to a government administrative order (U.S. 
EPA Region I SDWA Docket No. 1-97-1019) and is subject to approval by the U.S. 
Environmental Protection Agency. The opinions, findings, and conclusions expressed are 
those of the authors and not necessarily those of the Environmental Protection Agency. 

ACKNOWLEDGEMENT 

The authors would like to acknowledge the contributions of Don Walter and John Masterson 
with the USGS to this project. 



I 



* 



L:\MMR\REPORTS\FINAL\APP_AB.DOC July 1, 1998 



Draft Completion of Work Report 



* 






TABLE OF CONTENTS 



DIXA 


PHOTOGRAPHS OF 


1. 


Area 41 


2. 


Area 42 


3. 


Grid IB, Area 1 


4. 


Grid IE, Area 1 


5. 


Grid 01 H, Area 1 


6. 


Grid 011, Area 1 


7. 


Grid 01 J, Area 1 


8. 


Grid 01K, Area 1 


9. 


Area 2, near Grid 02C 


10. 


Grid 02F, Area 2 


11. 


Grid 02K, Area 2 


12. 


Grid 02L, Area 2 


13. 


Grid 02O, Area 2 


14. 


Grid 03B, Area 3 


15. 


Grid 03E, Area 3 


16. 


Grid 03M, Area 3 


17. 


Grid 03O, Area 3 


18. 


Grid 04A, Area 4 


19. 


Grid 04E, Area 4 


20. 


Grid 04F, Area 4 


21. 


Grid 04G, Area 4 


22. 


Grid 05A, Area 5 


23. 


Grid 05B, Area 5 


24. 


Grid 05D, Area 5 


25. 


Grid 05H, Area 5 


26. 


Grid 05K, Area 5 


27. 


Grab G5A, Area 5 


28. 


Grab G5B, Area 5 


29. 


Grid C5A, Area 5 


30. 


Grid 05N, Area 5 


31. 


Grab G5C, Area 5 


32. 


Grid 05P, Area 5 


33. 


Grid 06A, Area 6 


34. 


Area 7 


35. 


Grid 08E, Area 8 


36. 


Grid 09 A, Area 9 


37. 


Grid 10A, Area 10 


38. 


Grid 11 A, Area 11 


39. 


Grid 14D, Area 14 


40. 


Area 12 


41. 


Grid 13 A, Area 13 


42. 


Grid 13B, Area 13 



L:\MMR\REPORTS\FINAL\APP_AB.DOC July 1, 1998 



Draft Completion of Work Report 






43. 


Grid 131, Area 13 


44. 


Grid 13 J, Area 13 


45. 


Grid 15B, Area 15 


46. 


Grid 15C, Area 15 


47. 


Grid GHI, Area 16 


48. 


Grid GHL, Area 16 


49. 


Grid GHO, Area 16 


50. 


Grid GMD, Area 17 


51. 


Grid GMF, Area 17 


52. 


Grid GMM, Area 17 


53. 


Grid GLE, Area 1 8 


54. 


Grid GLG, Area 18 


55. 


Grid GLI, Area 18 


56. 


Grid M8A, Area 18 


57. 


Grid M8B, Area 19 


58. 


MP6, Area 20 


59. 


Grid M3B, Area 20 


60. 


Grid M3D, Area 20 


61. 


M5B, Area 21 


62. 


Grid M5E, Area 21 


63. 


Grid OPC, Area 22 


64. 


Succonsette Pond, Area 8 


65. 


Bailey's Pond, Area 34 


66. 


Round Swamp, Area 27 


67. 


Gibbs Pond, Area 35 


68. 


Grassy Pond, Area 28 


69. 


Ox Pond, Area 29 


70. 


By- Pass Bog, Area 37 


71. 


J-3 Wetland, Area 23 


72. 


Opening Pond, Area 36 


73. 


Rod and Gun Club North Pond, Area 25 


74. 


Donnely Pond, Area 30 


75. 


Deep Bottom Pond, Area 26 


76. 


Cranberry Bog, Area 26 


77. 


Snake Pond, Area 33 


APPENDIX B 


FIELD LOGS 



# 



Boring Logs 

Well Construction Diagrams 

Well Development Data 

Ground-water Sampling Logs 

Hand Auger Log 

Surface Water and Sediment Sample Log 



L:\MMR\REPORTS\FINAL\APP_AB.DOC July 1, 1998 



Draft Completion of Work Report 

■ ■ ■ ■ ■ ■^■HHH 







Photograph 1: Area 41, 11/97 



■ 



Photograph 2: Area 42, 2/98 



L:MMR\REPORTS\Final\Photos 



July 1, 1998 



Draft Completion of Work Report 



/ 





Photograph 3: Grid 01B, Area 1, 
2/98 



Photograph 4: Grid 01E, Area 1, 
2/98 




Photograph 5: Grid 01H, Area 1, 
9/97 



*. .. 



§■■ 



L:MMR\REPORTS\Final\Photos 



July 1, 1998 



Draft Completion of Work Report 



Photograph 6: Grid 01 1, Area 1, 2/98 






I'* 




Photograph 7: Grid 01 J, Area 1, 2/98 



Photograph 8: Grid 01 K, Area 1 , 2/98 



L:MMR\REPORTS\Fmal\Photos 



* 



July I, 1998 



Draft Completion of Work Report 




Photograph 9: Area 2, near Grid 02C, 
7/97 



Photograph 10: Grid 02F, Area 2, 3/98 








Photograph 1 1 : Grid 02K, Area 2, 3/98 



L MMR\REPORTS\Final\Photos 



July I. 1998 



L 



Draft Completion of Work Report 




Photograph 12: Grid 02L, Area 2, 3/98 



Photograph 13: Grid 02O, Area 2, 3/98 



Photograph 14: Grid 03B, Area 3, 2/98 



»» 





L:MMR\REPORTS\Final\Photos 



July 1, 1998 



Draft Completion of Work Report 



Photograph 15: Grid 03E, Area 3, 2/98 




Photograph 16: Grid 03M, Area 3, 3/98 



Photograph 17: Grid 03O, Area 3, 2/98 



L:MMR\REPORTS\Final\Photos 



July 1, 1998 



I 



Draft Completion of Work Report 



• 




L:MMRYREPORTS\Final\Photos 



Photograph 18: Grid 04A, Area 4, 1/98 



Photograph 19: Grid 04E, Area 4, 1/98 



Photograph 20: Grid 04F, Area 4, 1/98 



July 1, 1998 



Draft Completion of Work Report 




Photograph 21: Grid 04G, Area 4, 12/97 



Im 




Photograph 22: Grid 05 A, Area 5, 1/98 



Photograph 23: Grid 05B, Area 5, 1/98 



I. MMR\RF.PORTS\Final\Photos 



July I, 1998 



► 



Draft Completion of Work Report 



. 




Photograph 24: Grid 05D, Area 5, 1/98 



Photograph 25: Grid 05H, Area 5, 1/98 



Photograph 26: Grid 05K, Area 5, 1/98 



L:MMR\REPORTS\Final\Photos 



July 1, 1998 



Draft Completion of Work Report 




Photograph 27: Grab G5A, Area 5, 1/98 




**». 




Photograph 28: Grab G5B, Area 5, 1/98 



v 




Photograph 29: Grid C5A, Area 5, 1/98 



L:MMR\REPORTS\Final\Photos 



10 



July 1, 1998 






» Draft Completion of Work Report 




Photograph 30: Grid 05N, Area 5, 1/98 



Photograph 3 1 : Grab G5C, Area 5, 1/98 



Photograph 32: Grid 05P, Area 5, 1/98 



L: MMRVREPORTS\Fmal\Photos 



11 



July 1, 1998 



Draft Completion of Work Report 






■*»•- 




■ 


**■#*'* k 



















Photograph 33: Grid 06A, Area 6, 10/97 



Photograph 34: Area 7, 7/97 




i 



Photograph 35: Grid 08E, Area 8, 7/97 



L:MMR\REPORTS\Final\Photos 



12 



July I, 1998 



<, 



^ Draft Completion of Work Report 




Photograph 36: Grid 09A, Area 9, 3/98 



Photograph 37: Grid 10A, Area 10, 3/98 




Photograph 38: Grid 1 1 A, Area 11, 2/98 







L:MMR\REPORTS\Final\Photos 



13 



July 1, 1998 



Draft Completion of Work Report 



■ ■ 






■H 




Photograph 39: Grid 14D, Area 14, 1 1/97 






> 




Photograph 40: Area 12, 8/97 




■ 



Photograph 41: Grid 13 A, Area 13, 10/97 



■ 



L:MMR\REPORTS\Final\Photos 



14 



July 1, 1998 



♦ 



Draft Completion of Work Report 





Photograph 42: Grid 13B, Area 13, 10/97 



W^jl 






ma 



'■&&&■ 





Photograph 43: Grid 131, Area 13, 2/98 



WW& 







Photograph 44: Grid 13 J, Area 13, 1/98 



i-."*"-'- r 




• 



L:MMR\REPORTS\Final\Photos 



15 



July 1, 1998 



Draft Completion of Work Report 



( 




Photograph 45: Grid 15B, Area 15, 10/97 




Photograph 46: Grid 15C, Area 15, 3/98 



c 



Photograph 47: Grid GHI, Area 16, 3/98 



L:MMR\REPORTS\Final\Photos 



16 



July 1, 1998 






1 Draft Completion of Work Report 




Photograph 48: Grid GHL, Area 16, 2/98 




Photograph 49: Grid GHO, Area 16, 2/98 



Photograph 50: Grid GMD, Area 17, 3/98 



L:MMR\REPORTS\Final\Photos 



17 



July 1, 1998 



Draft Completion of Work Report 





Photograph 51: GridGMF, Area 17, 1/98 






' 



& A 



I * F ' 







T ••V ; : 


-^ w 


at *" 




• 


^1 


■ 






■Ml 


' 









Photograph 52: Grid GMM, Area 17, 1/98 



Photograph 53: Grid GLE, Area 18, 2/98 



L MMR\REPORTS\Final\Photos 



18 



Julv I. 1998 



<w 



Draft Completion of Work Report 




Photograph 54: Grid GLG, Area 18, 2/98 



Photograph 55: Grid GLI, Area 18, 2/98 



Photograph 56: Grid M8A, Area 19, 10/97 



L:MMR\REPORTS\Final\Photos 



19 



July 1, 1998 






Draft Completion of Work Report 



■ ■ 




Photograph 57: Grid M8B, Area 19, 10/97 



Photograph 58: MP6, Area 20, 9/97 



* 













mMi 


















i '*■ * : '■-*".■' 

























































Photograph 59: Grid M3B, Area 20, 3/98 



L:MMR\REPORTSYFinaI\Photos 



20 



July 1, 1998 



Draft Completion of Work Report 



■ ■ ■ 




Photograph 60: Grid M3D, Area 20, 3/98 



Photograph 61: M5B, Area 21,1 0/97 



Photograph 62: Grid M5E, Area 21, 10/97 



L:MMR\REPORTS\Finai\Photos 



21 



July 1, 1998 



Draft Completion of Work Report 





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B 


■ 







Photograph 63: Grid OPC, Area 22, 10/97 



Photograph 64: Succonsette Pond, Area 8, 
8/97 " 







1 




. 


nfefc. 




■ 




. ^^v.tt^flll 


. 


^ 


r^HHL^t'- 



Photograph 65: Bailey's Pond, Area 34, 8/97 



I MMR\REPORTS\Fmal\Photos 



22 



July I, 1998 



r Draft Completion of Work Report 



Photograph 66: Round Swamp, Area 27, 8/97 



* 




Photograph 67: Gibbs Pond, Area 35, 8/97 



Photograph 68: Grassy Pond, Area 28, 8/97 



' 



L:MMR\REPORTS\Final\Photos 



« 



23 



July 1, 1998 



Draft Completion of Work Report 




Photograph 69: Ox Pond, Area 29, 8/97 



Photograph 70: By-Pass Bog, Area 37, 9/97 



Photograph 71 : J-3 Wetland, Area 23, 8/97 



L MMR\REPORTS\Fmal\Photos 



24 



July 1, 1998 



J 



Draft Completion of Work Report 




Photograph 72: Opening Pond, Area 36, 8/97 



Photograph 73: Rod and Gun Club North 
Pond, Area 25, 9/97 



Photograph 74: Donnely Pond, Area 30, 8/97 



i 











L:MMR\REPORTS\Final\Photos 



25 



July I, 1998 



Draft Completion of Work Report 



■ 




Photograph 75: Deep Bottom Pond, Area 26, 
8/97 



Photograph 76: Cranberry Bog, Area 26, 
8/97 



Photograph 77: Snake Pond, Area 33, 9/97 



L MMR\REPORTS\Fmal\Photos 



26 



July I. 1998 



i) 



4 



( 



OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME 


: MMR Impact Area 


LOCATION: Cam P Edwards, MA SHEET 1 OF 
IILLING COMPANY: Maher METHOD: 


: 9 




PROJECT NUMBER: 313000103 DF 


Barber 


TOTAL DEPTH: 320 feet DATE STARTED: 8-20-97 DATE FINISH 


lED: 9-11-97 


REMARKS 














Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


_ 


HA-1 


0-0.5 






Dark yellowish brown SILT, some medium 
~^\sand, trace gravel and clay, 10YR3/4. ml-SM /~ 


S01DAA 
(0-0.5) 

S01DBA 
(1.5-2) 


0.0 




^^ 


— 5 
















5 


^_ 


- 


















— 


1 

— 10 


S-1 
S-2 


10-12 
12-14 


9-21-23-22 
13-24-29-38 


12 

14 


Pale brown fine to coarse sand, little 
silt, trace fine to medium gravel, 
10YR8/4. SP 


S01DCA 
(10-14) 


0.0 


10 





— 15 
















15 


— 


- 


















- 


— 20 


S-3 


20-22 


26-42-70-43 


18 


very pale brown fine to coarse SAND, 
trace silt and fine to medium gravel, 
10YR8/4. SP 


S01DDA 
(20-22) 


0.0 


20 


— 


— 25 
















25 


— 


J- 30 


S-4 
S-5 


30-32 
32-34 


31-16-13-15 
11-14-30-53 


18 


Very pale brown fine to coarse SAND, 
trace silt and fine to medium gravel, 
10YR8/3. SP 


S01DEA 
(32-34) 


0.0 


30 


— 



OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 9 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 40 


S-6 


40-42 


11-17-20-21 


18 


Very pale Prown fine to coarse SAND, 
trace silt and fine to medium gravel, 
10YR8/3. SP 


S01DFA 
(40-42) 


0.0 


40 


— 45 
















45 


- 
















— 


- 
















— 


— 
















t 


— 50 


S-7 


50-52 


10-12-18-20 


18 


Very pale brown fine to coarse SAND, 
trace silt and fine gravel, 10YR8/3. SP 


S01DCA 
(50-52) 


0.0 


50~ 


— 55 
















55 — 


- 
















— 


- 
















— 


- 
















— 


— 60 
















60 


- 


S-8 


60-62 


8-11-22-26 


12 








— 


- 


S-9 


62-64 


11-18-20-35 


13 


Light yellow brown fine to coarse 
SAND, little silt, trace fine to medium 
gravel, 10YR6/4. SP 


S01DHA 
(60-64) 


0.0 


— 


— 65 
















65 


- 
















— 


- 
















— 


- 
















— 


— 70 


S-10 


70-72 


15-19-54-40 




Light yellow brown fine to coarse 
SAND, trace fine to medium gravel 
and silt, 10YR6/4. SP 


S01DIA 
(70-72) 


0.0 


70- 


- 
















— ~ 



.OGDEN 



BORING LOG 



BORING NO. mw-1 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 9 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



S-11 



80-82 



11-17-21-31 



20 



Very pale brown fine to medium 
SAND, trace silt and fine gravel, - 
10YR8/3. SP 



— 85 



90 



S-12 



90-92 



12-15-25-29 



20 



Very pale brown fine to medium 
SAND, trace silt and fine gravel, 
10YR8/3. SP 



95 



'100 



S-13 
S-14 



100-102 
102-104 



4-8-10-38 
16-23-22-19 



15 
18 



Pale yellow fine to medium sand, 
trace coarse sand and fine gravel, 
loose to medium dense, non-plastic, 
2.5Y7/4. SP 



S01DJA 
(80'-82") 



0.0 



80 



85 



S01DKA 
(90'-92') 



0.0 



90 



95 



100- 



S01DLA 

(100'-104') 



0.0 



— 105 



105- 



'-110 



S-15 



110-112 



3-10-20-30 



18 



Pale yellow fine to medium sand, 
trace coarse sand, medium dense, 
non-plastic, 2.5Y7/4. SP 



S01DMA 
(110'-112') 



110- 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME: mmr impact Area LOCATION: Cam P Edwards, M A SHEET 4 OF: 9^ 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



120 



S-16 



120-122 



3-4-13-16 



125 



130 



135 



■140 



— 145 



150 



Wet at 115 feet 



18 



Light yellowish brown fine to coarse 
SAND, trace fine gravel, loose to 
medium dense, non-plastic, wet, 
2.5Y6/4. SW 



G01DAA 

(120') 
S01DNA 

(120'-122') 



120- 



125- 



Light yellowish brown fine to coarse 
SAND trace fine gravel, 2.5Y6/4. sw 



G01DBA 
(130') 



1 

130— 



135" 



Olive yellow fine to coarse sand, 
2.5Y6/6. SW 



C01DCA 
(140') 



0.5 



140- 



145 



Pale yellow fine to medium SAND, 
with coarse sand, trace fine gravel, 
2.5Y7/4. 



C01DDA 
(150') 



150' 



JGDEN 



BORING LOG 



BORINC NO. MW-1 





PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 


OF: 


9 








Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 




— 
















— 




— 160 










Olive yellow medium to coarse sand, 
with fine gravel, trace fine sand, 
2.5Y6/6. SW 


C01DEA 

(162') 





160 




165 
















165 — 




















« 


— 170 

— 175 










Pale yellow medium to coarse sand 
and fine to medium GRAVEL, trace 
fine sand, 2.5Y7/3. SW 


no sample 


0.5 


170 — 
175 — 








— 180 










Olive yellow very fine to medium 
SAND, 2.5Y6/6. SP 


C01DCA 
(182') 





180 — 




185 












* 




185 — 
























— 


4 


*-190 










Olive yellow very fine SAND, trace 
medium to coarse sand, 2.5Y6/6. SP 


C01DHA 
(192') 





190 — 



OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME: mmr impact Area LOCATION: camp Edwards, MA SHEET 6 OF: 9 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp. 
(Depth) 



FID 



Depth 
(feet) 



200 



205 



210 



215 



■220 



225 



■250 



Pale yellow fine to medium sand, 
little silt, trace coarse sand and gravel, 

2.5Y7/4. SP 



200- 



C01DIA 

(202') 



205- 



Yellow fine to medium SAND, some 
gravel, trace coarse sand and silt, 

10YR7/6. SP 



C01DJA 

(212') 



210" 



215' 



very pale brown medium sand, some 
coarse sand, trace silt and gravel, 

10YR7/4. SP 



G01DKA 
(22T) 



220- 



225" 



Olive yellow fine SAND, some silt, 
trace coarse sand and gravel, 2.5Y6/6. 
SP 



C01DLA 
(232') 



230- 



.OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 7 QF: 9 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



240 



_245 



250 



255 



^260 



265 



ft -270 



Light yellowish brown fine sand and 
SILT, trace coarse sand, gravel, and 
Clay, 2.5Y6/3. SM-CL 



Pale olive fine sand and Silt, trace 
coarse sand, 5Y6/3. SM 



Pale olive fine SAND and SILT, trace 
coarse sand and gravel, 5Y6/4. SM 



240- 



no sample 



245- 



C01DNA 
(252') 



250' 



255" 



C01DOA 

(262') 



260- 



265- 



Light yellowish brown fine sand, some 
silt, trace coarse sand, 2.5Y6/4. SM 



C01DPA 
(272') 



270- 



OGDEN 



BORING LOG 



BORING NO. mw-1 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 8 OF: 9 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


- 
















— 


— 280 










Light olive brown fine SAND, some 
silt, trace coarse sand and clay, 
2.5Y5/6. SM-CL 


C01DQA 
(282') 





280 


— 285 
















285 — 


- 
















i 


— 290 

— 295 










Light yellowish brown fine SAND, 
some silt, trace clay, 2.5Y6/4. SM-CL 

i 


C01DRA 
(292') 





290 — 
295 — 
















— 300 










Olive gray fine SAND, some silt and 
gravel, trace clay, 5Y5/2. SM-CL (till) 


no sample 


• 


300 — 


— 305 
















305 — 


— 310 










Olive fine SAND and SILT, some gravel 
and very coarse sand, trace clay, 5Y5/3. 
SM (till) 


no sample 





310 -(^ 


- 
















— 


— 
















^™ 



JGDEN 



BORING LOG 



BORING NO. mw-1 



PROJECT NAME 


: MMR impact Area LOCATION: camp Edwards, MA SHEET 9 OF: 9 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


^ 
















_ 


— 










BEDROCK, gray granodiorite, highly 
weathered 






__ 


— 320 
















320 










END OF BORING 320 FEET 






— 325 
















325 


s 
















-— 


9 

■ — 330 
















330 


- 
















— 


— 335 
















335 


— 340 
















340 


- 










' 


» 




— 


— 345 
















345 — 


" l -350 
















350 — 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME 


: mmr impact An 


DR 
ATES 


-OCATION: Cam P Edwards, MA SHEET 1 OF 
ULINC COMPANY: Maher METHODS 


: : 10 


PROJECT NUMBER: 313000103 
TOTAL DEPTH: 374 feet D 


jrber/Sonic 


5TARTED: 10-08-97 DATE FINISHED: 10-24-97 


REMARKS 












Depth 
(feet) 


Samp. 
No. 


Samp. 
Deptr 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


- 


HA-1 
HA-2 


0-0.5 

1.5-2.0 






Light brown SILT, little fine sand, trace 
medium gravel, trace clay, pieces of 
root, 7.5YR6/3. ML 


S02DAA 
(0.0'-0.5') 
S02DBA 
(1.5'-2.0') 


0.0 


— 


" 5 
















5 
t 


— 10 
















10 — 


"■ 


S-1 


10-12 


7-12-9-9 


3 


Dry, very pale brown fine to coarse 
SAND, little fine to medium gravel, trace 


S02DCA 
(10'-14') 


0.0 


: 


- 


S-2 


12-14 


11-13-4-7 


14 


silt, medium dense, 10YR8/3. SP 




0.0 


— 


— 15 
















15 


- 
















— 


- 
















— 


- 
















— 


— 20 
















20 


: 


S-3 


20-22 


5-7-100/3" 


11 


Dry, very pale brown fine to coarse 
SAND, trace fine to coarse gravel, trace 


S02DDA 
(20'-24') 


. 0.0 


__ 


- 


S-4 


22-24 


8-9-50-100/3" 


12 


silt, very dense, 10YR8/3. SP 


- • 




— 


— 25 












• 




25 


— 
















^^ 


- 
















— 


— 30 


S-4 


30-32 


3-8-100 


12 


Dry, very pale brown fine to coarse 
sand, little fine to medium gravel, trace 


S02DEA 
(30'-32') 


0.0 


30- 


— 










silt, very dense, 10YR8/3. SP 






^ m 


- 
















— 


- 
















~~ 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 10 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



40 



S-5 



40-42 



45 



5 

■ — 50 



S-6 



S-7 



50-52 



52-54 



55 



60 



S-8 



60-62 



65 



- 70 



S-9 



70-72 



10-15-38-40 



100/4" 



15-18-34-50 



9-26-38-17 



27-13-15-13 



18 




12 



12 



15 



Dry, light yellowish brown fine to 
coarse SAND, little medium to fine 
gravel, trace silt, very dense, 
10YR6/4. SP 



No Recovery 

Dry, very pale brown fine to coarse 
SAND, little fine to medium gravel, 
trace silt, very dense, 10YR8/3. SP- 
SW 



Dry, light yellowish brown fine to 
coarse SAND, little fine to medium 
gravel, trace silt, very dense, 
10YR6/4. SP-SW 



Dry, light yellowish brown, fine to 
coarse SAND, trace medium to fine 
gravel, trace silt, medium dense, 
10YR6/4. SW 



40 



S02DFA 
(40'-42') 



0.0 



45 



S02DCA 
(52'-54') 



0.0 
0.0 



50 



55 



S02DHA 
(60'-62') 



60 



■o.o 



65 



70 



S02DIA 
(70'-72') 



0.0 



OGDEN 



BORING LOG 



I jf| |5S| 



BORING NO. MW-2 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 80 


S-10 


80'-82 


9-100/5" 


12 


Dry, light yellowish Prown fine to 
coarse sand, little fine to coarse 
gravel, trace silt, very dense, 
2.5YR6/4. SP 


S02DJA 
(80'-82') 


0.0 


80 


— 85 
















85 — 


- 
















— 


- 
















— 


— 90 


S-11 


90-92 


100/0" 





No Recovery 






< 

90 — 


- 


S-12 


92-94 


50-100/0" 


3 


Dry, very pale Prown fine to coarse 
SAND, little fine to medium gravel, 
trace silt, very dense, 10YR8/3. SP 


S02DKA 
(90'-92 ! ) 


0.0 


— 


— 95 
















95 


— 100 


S-13 


100-102 


10-25-38-52/5" 


12 


Dry, light yellowish Prown fine to 
coarse SAND, trace fine to medium 
gravel, trace silt, very dense, 
2.5YR6/4. SP 


S02DLA 
(100' -102') 


•0.0 


100 — 


— 105 
















105 — 


I I I | I I 

o 


S-14 
S-15 


110-112 
112-114 


40-41-50-15 
15-28-50-18 


6 
12 


Dry, light yellowish Prown fine to 
coarse SAND, trace fine to medium 
gravel, trace silt, moist, very dense, 
2.5YR6/4. SP 


S02DMA 
(112'-114) 


0.0 


110-( 


- 
















^^ 



JGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, MA SHEET 4 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



C-16 



115-125 



120 



125 



C-17 



125-13C 



— 130 



C-18 



130-135 



— 135 



— 140 



C-19 



135-145 



145 



-150 



C-20 



145-155 



15 



Light yellowish brown medium to 
fine SAND with little fines, uniform, 
dry, 2.5Y 6/4. SP 



S02DNA 
(122'-124') 



0.4 



120 



125- 



Olive brown poorly graded SAND with 
silt and small gravel, dry, 2.5Y 4/4. SP- 
SM 



0.5 



130- 



Yellowish brown medium SAND, some 
fines, with gravel inclusions, dry, 
10YR5/6. SP 



S02DOA 
(132'-134'1 



0.0 



135" 



water at 137 feet 

Light olive brown poorly graded fine to 
medium SAND, clean, with gravel well 
rounded <3" dia., some inclusion of 
clay, wet, 2.5Y 5/4. sp 



C02DAA 

(142'-146') 



0.0 



14( 



14! 



Light yellowish brown poorly graded 
fine to medium SAND, 2.5Y 6/4. SP 



C02DBA 
(152'-155') 



0.4 



150 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


- 
















— 


- 
















— 


— 
















— 


— 16C 
















160 


- 












G02DCA 
(160'-165') 




— 


- 
















^~ 


— 165 


C-21 


155-17E 




10 






0.4 


165- 


— 17C 
















170- 


^ 












G02DDA 
(170-175') 




__ 


— 175 
















175^ 


- 










Olive yellow, homogenous, medium 
to fine SAND with excessive fine to 
coarse gravel inclusions, 2.5Y6/6. SP 






— 


— 180 
















180— 


- 










" 


G02DEA 
(182'-186') 




— 


— 185 


C-22 


175-195 










0.6 


185— 


- 
















— 


— 190 
















190- 


- 










Grades to fine sand (190' - 195'). (SP) 


G02DFA 
(192'-196') 




— 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 6 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



200 



205 



C-23 



195-215 



210 



215 



■220 



225 



C-24 



215-235 



-230 



Light yellowish brown, poorly graded 
fine SAND clean, massive, 2.5Y6/4. SP 



Pale olive, poorly graded fine SAND 
with trace silt, dense, 2.5Y6/4. SP 



200- 



C02DGA 
(202'-206') 



0.8 



205- 



210- 



C02DHA 
(21Z-216') 



215- 



220- 



C02DIA 
(222'-226'l 



0.0 



225- 



230- 



C02DJA 
(232'-236') 



OGDEN 



BORING LOG 



BORING NO. NIW-2 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, MA SHEET 7 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 240 
















240 


__245 


C-25 


235-255 




10 




G02DKA 
(242'-246) 


0.0 


245 


- 
















( 


— 250 
















250 1 


™ 


















- 










Light yellowish brown, fine to medium 


C02DLA 

(252'-256') 




— 


— 255 










SAND, poorly graded, loose, massive, 
2.5Y6/4. SP 






255 


— 260 
















260 — 


_265 


C-26 


255-275 




20 




C02*DMA 
(262 , -266'J 


0.5 


265 


^ 
















__ 


— 
















— I 


— 270 
















270-( 


- 
















— 


— 
















— 


^ m 












C02DNA 




__ 


- 












(272'-276') 




— 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 8 OF: 10 


Depth 
(feet) 


Samp. 
No. 


samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 










Light yellowish brown medium SAND 
grading to fine sand with little to no 
silt, 2.5Y6/4. SP 






—• 


— 280 
















280 — 


— 
















: 


— 285 


C-27 


275-295 








C02DOA 
(282'-286'l 


0.0 


285 r 


i 

— 290 
















290 


— 295 












C02DPA 
(292'-296': 




^_ 


Lite yellowish brown fine to medium 
SAND with clay laminations appx. 3" 
thick layers, 2.5Y 6/4. SP 


— 300 
















300 


— 305 


C-28 


295-315 








G02DQA 
(302'-306') 


0.0 


**Z 


f)-310 
















310 


*" 
















"~ 


- 












C02DRA 
(312'-316') 




— 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: 


MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 


OF: 


10 




Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 












Olive poorly graded fine SAND, clean, 






_ ^^ 


— 










homogenous, massive, 2.5y 5/6. (SP) 






— 


- 
















— 


— 
















— 


— 320 










■-„ 






32C— 


— 












C02DSA 




— 


- 












(322-326') 




— 


— 325 


C-29 


315-335 




20 






0.0 


325 — 


- 
















{ 


— 330 
















330 — s 


- 












C02DTA 




— 


— 335 












(332'-336') 




77T _^_ _ 
















335 


_ 










Light olive brown, homogenous, fine 






— 


- 










SAND, very clean, 2.5Y 5/4. (SP) 






— 


— 340 
















340 


- 










- 


C02DUA 




— 


— 












(342'-346) 




^~ 


— 345 


C-30 


335-355 




20 






0.0 


345 — 


— 350 
















350— ( 














C02DVA 




__ 


— 












(352-356') 




— 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR Impact Area LOCATION: Camp Edwards, MA 


SHEET 10 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 










Poorly graded fine SAND. SP 








— 


— 360 


















360 


- 














No Sample 




— 






— 365 


C-31 


355-374 




20 










365 


| 










Olive brown poorly graded fine to 
medium SAND, with silt and gravel, 
subangular to well rounded, 2.5Y4/4 








— 


— 370 










SP-SM 








370 


- 














No Sample 




— 


— 375 


















375 






— 










Bedrock, pink granite 








— 


- 


















— 


— 380 










End of Boring at 379 feet 








380 


- 










' 




- • 




— 


— 385 


















385 


K 

n -390 


















390 


- 


















— 


- 


















— 



OGDEN 



BORING LOG 



BORING NO. MW-3 



PROJECT NAME 


: MMR impact Area 


.OCATION: Camp Edwards, MA she 


;et 1 of 

("HOD: 


: : 8 


PROJECT NUMBER: 313000103 


DRILLING COMPANY: Maher ME' 


Barber 


TOTAL DEPTH: 289 feet DATE STARTED: 1-22-98 DATE FINISHED: 2-19-98 


REMARKS 
















Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(depth) 


FID 


Depth 
(feet) 




HA-1 
HA-2 


0-0.5 
1.5-2 








S03DAA 
(0*-0.5'J 

S03DBA 
(0.5'-2') 




— 


— 5 
















c — 


- 
















— 


- 
















— 


— 
















"— 


— 10 


S-1 


10-12 


12-10-11-13 


12 


Yellowish brown, fine to coarse SAND, 
little silt, trace clay, dry, 10YR6/3. SW 




0.8 


i 

10 — 


— 


S-2 


12-14 


7-9-10-11 







S03DCA 
(10'-16) 




— 




— 15 


S-3 


14-16 


7-7-5-9 


15 


Yellowish brown fine to coarse SAND, 
trace silt and fine to medium gravel, dry, 
10YR6/3. SP 




0.0 


15 


— 20 


S-4 


20-22 


5-9-10-12 


18 


Yellowish brown fine to coarse sand, 
trace silt and fine to medium gravel, dry, 
10YR6/3. SP . 


S03DDA 
(20'-22') 


•0.0 


20 


— 25 
















25 


- 
















— 


- 
















— 


- 
















— 


— 30 


S-4 

S-5 


30-32 
32-34 


14-15-17-21 
15-17-19-23 


10 


Yellowish brown fine to coarse SAND, 
little fine to medium gravel, trace silt, 
dry, 10YR6/4. SP 


S03DEA 
(30'-34') 


0.0 


30 -( 



OGDEN 



BORING LOG 



BORING NO. MW-3 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 2 QF: 8_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



40 



S-7 



S-8 



40-42 



42-44 



45 



, — 50 



— 55 



S-9 



50-52 



— 60 



— 65 



• -70 



11-10-13-17 



15-17-19-21 



17-19-20-24 



10 
18 



18 



Yellowish brown fine to coarse SAND, 
trace fine to medium gravel and silt, 
moist, 10YR6/8. SP 



Yellowish brown SAND, little fineto 
medium gravel, trace silt, moist, 
10YR6/8. SP 



Yellowish brown fine to coarse sand, 
little silt, trace fine gravel, wet, 
10YR6/8. SW 



Yellowish brown fine to coarse SAND, 
trace silt and fine gravel, wet, 
10YR6/8. SW 



Yellowish brown fine to coarse SAND, 
trace silt and fine gravel, wet, 
10YR6/8. SW 



40 



S03DFA 
(40'-44') 



0.0 



45 



S03DGA 
(50'-52') 



50 



0.0 



55 



C03DAA 
(60') 



0.0 



60 



65 



C03DBA 
(70') 



0.0 



70 



OGDEN 



BORING LOG 



H D3 a 



BORING NO. MW-3 I 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA . SHEET 3 OF: 8 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 












G03DCA 
(80') 




— 


— 80 










: 


0.0 


80 


in 
CO 

1 1 1 1 1 










Light yellowish Prown fine to coarse 
SAND, little silt, trace fine to coarse 
gravel, wet, 10YR6/4. sw 






85 


- 
















l 
1 


— 90 












C03DDA 
(90') 


0.0 




90 " 


- 
















— 


- 












" 




— 


— 95 
















95 — 


- 
















— 


— 
















^~ 


— 100 










Light yellowish brown fine to coarse 
SAND, trace fine to coarse gravel and 
silt, wet, 10YR6/4. SP- 


C03DEA 
(100') 


0.0 


100 


— 105 
















105 — 


— 110 












C03DFA 
(110) 


0.0 


110-J 




- 










Light brownish yellow fine to coase 
SAND, little fine to coarse gravel, wet, 
10YR6/6. SP 






— 



OGDEN 



BORING LOG 



\ 



BORING NO. MW-3 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 120 












G03DCA 
(120') 


0.0 


120 




— 125 
















125 — 


— 
















— 


i 










Light yellowish brown fine to coarse 
sand, trace fine to coarse gravel and 






^^ 


— 130 










silt, wet, 10YR6/8. SP 


C03DHA 


no 


130 


■■" 












(130') 




: 


— 135 
















135 


— 140 












G03DIA 
(140') 


0.0 


140 




- 










* 


- • 




— 


— 145 
















145 


— 










Light yellowish brown fine to coarse 






_ 


— 










SAND, little silt, trace fine to medium 
gravel, wet, 10YR6/8. SP 






— 


* -150 












C03DJA 


0.0 


150 


— 












(150') 




— 


- 
















— 


— 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-3 \ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 160 












C03DKA 
(160') 


0.0 


^ 




_165 
















165 


— 170 










Yellowish brown fine to coarse SAND, 
little silt, trace fine gravel, wet, 
10YR5/5. SW 


C03DLA 
(170) 


0.0 


170— 


— 175 
















175 


- 
















— 


— 180 












C03DMA 
(180) 


0.0 


180 




- 










- 


■• 




— 


_185 










Yellowish brown fine to coarse SAND, 
little fine to coarse gravel, trace silt, 
wet, 10YR5/5. SP 






185 


— 190 












C03DNA 
(190) 


0.0 


-* 

190— < ' 




- 










Yellowish brown fine to coarse SAND, 
little silt, trace fine to medium gravel, 
wet, 10YR5/8. SP 






— 



OGDEN 



BORING LOG 



■ a 



BORING NO. MW-3 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 6 OF: 8 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



200 



205 



r— 210 



215 



■220 



225 



-250 



C05DOA 
(200') 



0.0 



200- 



205' 



Yellowish brown fine to coarse SAND, 
little silt, trace fine to medium gravel, 
wet, 10YR5/8. sw 



C05DPA 
(210') 



0.0 



210- 



215" 



C05DQA 
(220') 



0.0 



220" 



225' 



Yellowish brown fine to medium 
SAND, little silt, trace fine gravel, wet, 
10YR5/8. SW 



C03DRA 
(230') 



0.0 



250" 



OGDEN 



BORING LOG 



B B 



BORING NO. MW-3 



2 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, M A SHEET 7 OF: 8 



Depth 
(feet) 



— 240 



245 



250 



255 



■260 



__265 



•270 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Yellowish brown fine to medium SAND, 
littlesilt, trace fine gravel, wet, 2.5Y6/4. 
SP 



Light yellowish brown fine to coarse 
sand, trace fine to medium gravel, 

wet, 10YR6/4. SP 



Light yellowish brown fine to coarse 
sand, trace fine to medium gravel and 
silt, wet, 10YR6/4. SP 



Light yellowish brown fine to coarse 
SAND, little fine to coarse gravel, trace 
silt and clay, 10YR6/4. SP-SM (Till) 



weathered bedrock 



Lab Samp 
(Depth) 



C03DSA 
(240') 



C03DTA 

(250') 



C05DUA 
(260') 



C03DVA 
(270) 



FID 



0.0 



0.0 



0.0 



0.0 



Depth 
(feet) 



240- 



245- 



250- 



255" 



260- 



265- 



270-* 



QGDEN 



BORING LOG 



BORING NO. MW-3 



PROJECT NAME: 


MMR impact Area LOCATION: Camp Edwards, MA 


SHEET 8 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 










weathered bedrock. 








— 


- 


















— 






— 280 


















280-1 


— 


















— 


- 


















— 


- 










BEDROCK, granodiorite. 








— 


— 285 


















285 


— 290 










End of boring 289 feet 








290 


— 295 


















295 


— 300 


















300 


— 


















— 


- 


















— 


- 














.» 




— 


— 


















— 


— 305 


















305 


- 


















— 


-310 


















310 


- 


















— 



OGDEN 



BORING LOG 



9 U H 



BORING NO. MW-4 I 



PROJECT NAME: MMR impact Area LOCATION: camp Edwards, MA SHEET 1 OF: 4 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Barber 



TOTAL DEPTH: 150 feet 
REMARKS: 



DATE STARTED: 8-14-97 



DATE FINISHED: 8-18-97 



Depth 
(feet) 



Samp 
No. 



Samp 
Deptr 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2.01 



10 



S-1 



S-2 



10-12 



12-14 



15 



20 



S-3 



20-22 



25 



30 



S-4 



S-5 



30-32 



32-34 



16-14-17-34 



24-25-28-39 



13-19-22-26 



99-43-23-28 



27-22-24-28 



Yellowish brown fine SAND, some silt, trace gravel, 
cobbles, and boulders, nonplastic, 10YR5/8. SM 



18 



18 



15 



24 



S04DAA 

(0'-0.5') 

S04DBA 

d.5'-2.0') 



0.0 



10 — 



Light brown fine to medium SAND, 
trace coarse sand, medium dense, non- 
plastic, 10YR8/3. SP 



S04DCA 
(10'-14') 



0.0 



15- 



Very pale brown fine to coarse SAND, 
trace fine gravel, medium dense, non- 
plastic, 10YR7/4. SW 



S04DDA 
(20'-22') 



20' 



.0.0 



25' 



Cobbles and boulders from 25'-30' 



Pale yellow fine to coarse SAND, with 
fine gravel and rock fragments medium 
dense, non-plastic. SW 



30 



-i 



S04DEA 
(30-34') 



6.4 



OGDEN 



BORING LOG 



BORING NO. MW-4 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 


4 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 
















~~ 


— 40 
















40 


— 


S-6 
S-7 


40-42 
42-44 


21-32-32-36 
38-39-35-45 


18 


Brown fine to coarse sand, with rock 
fragments, trace fine gravel, medium 
dense, non-plastic, 10YR5/3. SW 


S04DFA 
(40-44) 


9.0 


— 


— 45 
















45 


_ 
















— 


- 
















•— 


1 — 50 
















50 


— 


S-8 


50-52 


23-26-21-27 


15 


Pale yellow fine to medium SAND, 
with coarse sand, some rock 


S04DCA 
(50-54) 


0.6 


— 


— 


S-9 


52-54 


21-32-34-38 




fragments, medium dense to dense, 






— 


- 










non-plastic, 2.5Y7/4. sw 






— 


— 55 
















55 


— 60 


S-10 


60-62 


9-19-30-27 


24 


Pale yellow fine to medium SAND, 
trace coarse sand, medium dense, 


S04DHA 
(60-62) 


0.3 


60 


^^ 










non-plastic, 2.5YR4/2. SP 






^~ 


— 65 
















65 


Uo 
















70 


- 


S-11 


70-72 


17-25-29-28 





Pale yellow fine to medium sand, 
trace coarse sand, medium dense, 


S04DIA 
(70-74) 


0.0 


— 


mm 


S-12 


72-74 


23-22-19-24 


22 


non-plastic, 2.5Y8/3. SP 






^^ 


^ 
















^^ m 



OGDEN 



BORING LOG 



BORING NO. mw-4 



T\ 



PROJECT NAME: 


MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 4 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


- 
















— 


- 
















— 


— 80 


S-13 


80-82 


11-14-36-48 


22 


Pale yellow fine to medium SAND, 
trace coarse sand, medium dense to 


S04DJA 
(80'-82') 




80 


- 










dense, non-plastic, 2.5Y7/3. SP 






— 


— 85 
















85 


- 
















— 


- 
















— 


_ 
















V 


— 90 


S-14 


90-92 


19-22-27-25 


20 


Pale yellow fine to medium sand, 
with coarse sand, trace fine gravel, 


S04DKA 
(90'-92') 


0.0 


90 — 


~ 










medium dense, non-plastic, 2.5Y7/3. 








— 










SW 


• 




-~- 


- 
















— 


— 95 
















95 


- 
















— 


- 
















— 


- 
















— 


— 100 


S-15 


100-102 


13-18-29-37 


15 


Pale yellow fine to medium SAND, 
with coarse sand, trace fine gravel, 
medium dense, non-plastic, 2.5Y7/3. 


S04DLA 
(10CM02') 


0.0 


100 


- 










SW 


• 




— 


— 
















— 


— 105 
















105 


— 110 


S-16 


110-112 


20-24-27-33 


24 


Pale yellow fine to coarse SAND, trace 
fine gravel, medium dense, non- 


S04DMA 
(110-112) 


1.2 


110— < 


_ 










plastic, 2.5Y7/3. SW 






— 


" 
















^ m 



OGDEN 



BORING LOG 



BORING NO. MW-4 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



■120 



125 



• 

i — 130 



— 135 



'140 



145 



■150 



Samp. 
No 



S-17 



S-18 



S-19 



S-20 



S-21 



Samp. 
Depth 



120-122 



130-132 



132-13^ 



135-137 



Blow Count 



14-18-31-35 



29-54-44-50 



19-37-48-47 



16-25-29-53 



140-142 16-22-33-38 



Rec. 
(in.) 



22 



22 



18 



20 



Description 



Pale yellow fine to medium SAND, 
trace coarse sand and fine gravel, 
medium dense, non-plastic, 2.5Y7/4. 
sw 



Pale yellow fine to medium sand, 
with coarse sand and rock fragments, 
medium dense to dense, non-plastic, 
2.5Y8/3. SW 

Pale yellow fine to medium SAND, 
with coarse sand, medium dense to 
dense, non-plastic, moist, 2.5Y8/3. SW 



Water level at 140 feet 

Light yellowish brown fine to 
medium SAND, trace coarse sand and 
fine gravel, medium dense to dense, 
non-plastic, wet, 2.5Y6/4. sw 



End of boring at 150 feet 



Lab Samp 
(Depth) 



S04DNA 

(120'-122'] 



S04DOA 
(130'-134') 



S04DPA 
(140'-142 r ) 



FID 



0.2 



4.9 



■0.0 



Depth 
(feet) 



120- 



12! 



130 



135' 



140- 



145- 



150- 



OGDEN 



BORING LOG 



BORING NO. MW-5 



PROJECT NAME 


: mmr impact Area 


LOCATION: Camp Edwards, MA SHEET 1 OF: 10 


iC 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber/son 


TOTAL DEPTH: 360 feet DATE STARTED: 10-30-97 DATE FINISHED: 11-14-97 




REMARKS 


: Switched from Barber drilling to Sonic drilling at 110 feet 








Depth 
(feet) 


Samp. 
No. 


Samp. 
Deptr 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


— 


HA-1 


0-0.5 






Dark brown fine to coarse SAND, trace silt ancL_ 
~~\ fine gravel, organic matter 7. 5YR2. 5/3. SP / 


S05DAA 
(0-0.5) 


0.0 




— 


i i i I 












S05DBA 
(1.5-2.0) 




5 


— 


- 


















•c 


— 10 
















10 




— 


S-1 


10-12 


13-50/0" 


6 


Light pale brown fine to coarse SAND, 


S05DCA 


0.0 




— 


- 










little fine to coarse gravel, trace silt, 


(10-14) 






— 


- 


S-2 


12-14 


19-60/0" 


6 


dry, very dense, 10YR6/3. SP 


. 






— 


— 










boulders from 12 to 15 feet 








"■ 


— 15 

— 20 
















1R 












Light yellowish brown fine to coarse 






20 


— 


- 


S-3 


20-22 


16-13-11-11 


15 


SAND, trace fine to medium gravel and 


S05DDA 
(90-99) 


.0.0 




— 


— 










silt, dry, dense, 10YR6/4. sw 








— 


— 25 
















25 


— 


— 30 


S-4 


30-32 


18-15-13-11 


18 


Light yellowish brown fine to coarse 
sand, trace fine to medium gravel and 
silt, dry, dense, 10YR6/4. sw 


S05DEA 
(30-32) 


0.0 


30 


-v 


— 


















— 


— 


















— 



OGDEN 



BORING LOG 



BORING NO. MW-5 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 


10 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 
















40 


- 


S-5 


40-42 


17-15-14-11 





No recovery 






— 


- 


S-6 


42-44 


75/0" 





No recovery 






— 


— 45 


S-7 


44-46 


19-17-13-15 


5 


Light yellowish brown, fine to coarse 
SAND, trace fine to medium gravel and 


S05DFA 
(44'-46 r ) 


0.0 


45 


- 










silt, medium dense, dry, 10YR6/4. 






— 


1 

-50 


S-8 


50-52 


27-24-23-19 


24 


Light yellowish brown, fine to coarse 
SAND, little fine to coarse gravel, trace 


S05DGA 
(50'-52') 


0.0 


50 — 


— 










silt, dense, dry, 10YR6/4. SP-CP 






— 


— 55 
















55 


— 60 


S-9 


60-62 


12-17-18-9 


18 


Light yellowish brown, fine to coarse 
SAND, trace fine to medium gravel and 


S05DHA 
(60'-62') 


0.0 


60 


— 










silt, dense, .dry, 10YR6/4. SP 






__ 


— 65 
















65 — 


^-70 
















70 — 




S-10 


70-72 


17-14-15-11 


5 


Light yellowish brown, fine to coarse 


S05DIA 
(70'-74') 




— 




S-11 


72-74 


18-20-15-13 




SAND, trace fine to medium gravel and 


0.0 


— 


■~ 










silt, dense, dry, 10YR6/4. SP 






— - 


















•- 



OGDEN 



BORING LOG 



BORING NO. mw-5 s 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


- 
















— 


— 
















— 


— 80 


S-12 


80-82 


8-30-35-28 


12 


Pale yellow fine to coarse SAND, 
little silt, trace fine to medium gravel, 
very dense, dry, 2.5YR7/4. SW 


S05DJA 
(80'-82 r ) 


0.0 


80 


— 85 
















85 — 


- 
















— 


- 
















— 


— 90 


S-13 


90-92 


7-25-35-40 


10 


Pale yellow fine to coarse SAND, 
little silt, trace fine to medium gravel, 
dry, very dense, dry, 2.5YR7/4. SW 


S05DKA 
(90'-92') 


0.0 


90 - 


— 95 
















95 — 


_ 
















_ 




- 
















— 


— 100 


S-14 


100-102 


8-10-25-34 


10 


Light yellowish Prown fine to coarse 
SAND, little fine to medium gravel, 
trace silt, dense, damp-moist, 10YR6/4. 
SP 


S05DLA 
<100'-102') 


.0.0 


100 


— 105 
















105 — 


— 110 


S-15 


110-112 


10-15-22-40 


15 


Light yellowish Prown fine to coarse 
SAND, little fine to medium gravel, 
trace silt, dense, damp-moist, 10YR6/4. 
SP 


S05DMA 

(110'-112') 


0.0 


110— ^ 


- 
















■" 



OGDEN 



BORING LOG 



BORING NO. MW-5 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 4 OF: 10 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 

(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 












S05DNA 
(110-120) 


0.0 


— 


— 120 


C-1 


110-125 




10 


Yellowish brown, fine to medium SAND, 
with silt and gravel, well rounded, 
poorly graded, moist, 10YR5/6. SP-SM 


C05DAA 
(12T) 




120 


- 










water table at 121' 






— 


— 125 














0.0 


125— 




r — 130 
















130^ 














G05DBA 
(130-135') 




^^ 


—135 


C-2 


125-145 




10 


Light yellowish brown, medium SAND, 
with pea gravel, poorly graded, 
rounded to subangular, loose, 2.5Y6/4. 
SP 






135 


—140 
















140 


- 










* 


C05DCA 
(1 40^-1 45') 




— 


—145 
















145 


— 
















— 


— 
















■~ 


B-150 


C-3 


145-155 




5 








150 


- 
















^~ 


- 












C05DDA 
(152'-156') 




— 



OGDEN 



BORING LOG 



BORING NO. MW-5<, 
% 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 10 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 














0.0 


— 


— 160 










Light yellowish brown medium SAND, 
poorly graded, 2.5Y6/4. SP 






160 


— 












C05DEA 
{162-165) 




— 


— 165 


C-4 


155-175 




20 








165 — 


— 170 
— 175 










Light yellowish brown fine SAND, 
poorly graded, 2.5Y6/4. SP 


C05DFA 
(172'-176') 




\ 

170— 

175 


Light yellowish brown medium SAND, 
poorly graded, 2.5Y6/4. SP 




— 










Light yellowish brown fine SAND, with 
silt and clay inclusions, 2.5Y6/4. SP 






— 


— 180 
















180 — 


- 










_ 






— 


00 
I I I I I I 


C-5 


175-195 




10 


Greenish gray SILT, mottled gray to 
brown, dense, elastic, 1Y5/1. MH 


No Sample 




185 — 


— 190 












G05DHA 
<192'-196') 




190-(| 


Yellowish brown fine to medium SAND, 
some iron staining, 10YR5/6. SP 



OGDEN 



BORING LOG 



BORING NO. MW-5 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 6 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 














1.7 


— 


— 
















— 


- 
















— 


— 200 
















200 


— 205 


C-6 


195-215 




5 


Light yellowish brown SAND and 
gravel, loose, well graded, 2.5Y6/4. 
SW 


G05DIA 
(202'-206 , l 




205 — 


> 

— 210 














0.7 


















2 10 


- 










Light olive brown fine SAND, trace silt, 






— 


*■ 










2.5Y5/4. SP 






— 


— 215 












G05DJA 
(212'-216') 




^~ 










SAND and GRAVEL, well graded, well 




215" 












rounded, SW. 








- 
















— 


— 220 
















220 


- 










- 




0.0 


— 


- 










Light yellowish brown fine to medium 


G05DKA 




— 


— 225 


C-7 


215-235 




15 


SAND, with gravel inclusions, well 


(222'-226") 




225 — 


- 










rounded, 2.5Y6/4. SP 








*-230 
















230 — 


^ _ 














0.0 




- 












G05DLA 
(232'-236') 




^™ 



OGDEN 



13 13 [1 11 



BORING LOG 



BORING NO. mw-5a 
\ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 7 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 














0.0 


— 


— 240 












C05DMA 
(242'-246') 




240 


— 245 


C-8 


235-255 




20 


Light olive brown fine to medium 
SAND, with silt and gravel inclusions, 
some pebbles, well rounded to 
subangular, 2.5Y5/6. SP 






245 


— 250 
















\ 

250— L 


— 255 












C05DNA 
(252'-256') 




255 




— 














0.0 


— 


- 
















— 


- 
















— 


— 260 
















260 


— 265 


C-9 


255-275 




20 


Light olive brown fine to coarse SAND, 
with silt and gravel, well rounded, 
2.5Y5/6. SP 


G05DOA 
(262'-266') 




265 — 


— 270 
















270-^ 


- 












C05DPA 
(272-276) 




— 



,OGDEN 



BORING LOG 



BORINC NO. MW-5 



PROJECT NAME: MMR impact Area LOCATION: CarT) P Edwards, MA SHEET 8 OF: 10 



Depth 
(feet) 



Samp. 

NO. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



28C 



285 



C-10 



275-295 



290 



295 



— 300 



305 



C-11 



295-315 



TF-310 



0.5 



Olive yellow fine to coarse SAND, with 
silt and gravel, poorly graded, well 
rounded, 2.5Y6/6. SP 



20 



C05DQA 
(2S2-2S6': 



Olive brown fine SAND, dense, poorly 
graded, 2.5Y6/6. SP 



Yellow fine SAND, dense, poorly 
graded, 2.5Y7/6. SP 



no sample 



C05DSA 

(502'-306') 



C05DTA 
(312'-316') 



280- 



285- 



290- 



295- 



300- 



305- 



310- 



OGDEN 



BORING LOG 



BORING NO. MW-5^ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 










Yellow fine sand, trace silt, poorly 
graded, dense, 2.5Y7/6. SP 




0.0 


— 


— 520 
















520— 


— 525 


C-12 


315-331 




16 


Light olive Prown medium sand, with 
gravel, some silt, poorly graded, 
2.5Y5/4. SP-SM 


G05DUA 
(322'-326 , > 




525 — 


- 
















4 , 




— 530 
















550—' 


— 555 










Olive Prown SAND and GRAVEL, well 
graded, 2.5Y4/4. SW 


G05DVA 

(332'-336') 




555 — 


- 


C-13 


331-345 












— 


— 540 
















540 


_ 














0.0 


__ 


- 










Greenish gray silt, dense, 10GY5/1. 




— 


— 545 
















545 

550~* 


— 550 










BEDROCK, granodiorite 






- 
















— 


- 
















— 


- 
















— 



BORING LOG 



BORING NO. MW-5 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA 


SHEET 10 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 


















— 


— 360 










BEDROCK, granodiorite 








360 










End of boring 360 feet 








— 365 


















365 


— 370 


















370 


— 375 


















375 


— 380 


















380 


— 










- 








— 


— 














- 




— 


— 385 


















385 


"-390 


















390 


- 


















— 



OGDEN 



BORING LOG 



BORING NO. MW-6 t s' 



IV 



PROJECT NAME 


: MMR Impact Area 


LOCATION: Camp Edwards, MA SHEET 1 OF: 4 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Barber 


TOTAL DEPTH: 118 feet DATE STARTED: 9-23-97 DATE FINISHED: 9-24-97 


REMARKS 








Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth- 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


en 


HA-1 
HA-2 


0-0.5 
1.5-2.C 






Brownish yellow SILT, little clay, trace fine sand 
and fine gravel, roots, 10YR6/6. OL 


S06DAA 

(0'-0.5') 

S06DBA 

d.5'-2.0') 


0.0 


I I I I | I I 

IT) 
















— 10 


S-1 


10-12 


11-13-15-12 


14 


Light yellowish brown fine to medium 
SAND, some gravel, trace silt, slightly 
moist, loose, subrounded, 2.5Y6/4. SP 


S06DCA 
(10'-12') 


0.0 


10 — 


— 15 
















15 


- 
















— 


— 20 
















20 


- 










- 


« 




— 


— 25 


S-2 


25-27 


13-15-17-14 


12 


Light yellowish brown fine to 
medium sand, some gravel, trace 
silt, slightly moist, loose, 
subrounded, 2.5Y6/4. SP 


S06DDA 
(25'-27') 


0.0 


25 


— 30 
















30 -£ 


- 
















— 


- 
















— 


- 
















— 


— 
















"~ 



.OBDEN 

tm m h H ■ 



BORING LOG 



BORING NO. MW-6 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 4 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 


S-3 


34-36 


11-12-13-11 


10 


Brown fine to coarse SAND, trace 
gravel, loose, subangular, dry to 
slightly moist, 10YR5/3. SP 


S06DEA 
(34-36) 


0.0 


— 


— 40 
















40 


- 
















— 


— 45 
















45 


> 

— 50 


S-4 


48-50 


17-18-17-21 


20 


Brownish yellow fine to medium 
SAND, trace coarse sand and gravel, 
loose, slightly moist, subrounded, 
10YR6/6. SW 


S06DFA 
(48-50) 


0.0 


50 


— 55 


S-5 
S-6 


54-56 
54-56 


20-19-27-31 
21-20-18-21 



20 


Light brownish yellow fine to 
medium SAND, trace coarse sand and 
gravel, loose, slightly moist, 
subrounded, 10YR6/4. sw 


S06DCA 
(54-56) 


0.0 


55 


— 60 
















60 


— 65 










- 


- ■ 




65 


r- 70 


S-7 


67-69 


18-20-21-22 


24 


Olive yellow fine to medium SAND, 
trace coarse sand and gravel, loose, 
moist, subrounded, 2.5Y6/6. SP 


S06DHA 
(67-69) 


0.0 


70 


- 
















— 


- 
















— 



OGDEN 



BORING LOG 



B D 



BORING NO. MW-6- 



- 



PROJECT NAME: 


MMR impact Area LOCATION: Camp Edwards, MA $HE 


ET 3 


OF: 


4 








Depth 

(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


_ 


S-8 


74-76 


14-16-21-20 


24 


Olive yellow medium SAND, trace fine 
sand and gravel, moist, loose, 2.5Y6/6. 
SP 


S06DIA 
(74'-76') 


0.0 


__ 


— 
















" ~ 


— 80 
















80 


- 
















— 


— 85 
















85 


— 
















-™ 


— 90 


S-9 


87-89 


23-21-22-25 


20 


Pale yellow fine to medium SAND, 
trace gravel, loose, slightly moist, 
2.5Y8/4. SP 


S06DJA 
(87'-89') 


0.0 


90 — ' 


- 
















— 


- 
















— 


— 95 


S-10 


94-96 


10-11-17-21 


18 


Pale yellow medium to coarse SAND, 
trace gravel and fine sand, loose, dry 
to slightly moist, subrounded, 2.5Y8/4. 
SP 


S06DKA 
(94'-96') 


0.0 


95 


— 100 
















100 — 


- 










- 






— 


— 105 
















105 


— 110 


S-11 


107-109 


9-13-19-27 


12 


Yellow fine SAND, trace gravel, loose 
to slightly dense, moist, 2.5Y7/6. SP 

Water at 109 feet 


S06DLA 
(107'-109') 
C06DAA 
(109') 


0.0 


110— | 


- 


S-12 


114-116 


8-9-13-15 


24 


Yellow medium SAND, trace fine sand, 
loose, saturated, 10YR7/8. SP 


S06DMA 
(114-116) 




— 



* 



OGDEN 



BORING LOG 



BORING NO. MW-6 



PROJECT NAME: mmr impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



■120 



125 



130 



'135 



140 



'145 



■150 



End of boring at 118 feet 



120- 



125- 



130 



135- 



140- 



145- 



150- 



OGDEN 



BORING LOG 



BORING NO. MW 



S 



PROJECT NAME 


: M MR Impact Area 


LOCATION: Camp Edwards, MA SHEET 1 OF 


: : 9 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Barber 


TOTAL DEPTH: 354.15 feet DATE STARTED: 7-29-97 DATE FINISHED: 8-25-97 


REMARKS 










Depth 
(feet) 


Samp. 

NO. 


Samp. 
Deptr 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(depth) 


FID 


Depth 
(feet) 


— 


HA-1 
HA-2 


0-0.5 
1.5-2.C 






Darx veiiowisn drown silt, some sand, 10YR4/4. 


S07DAA 
(0-0.5) 

S07DBA 
(0-0.5) 


0.0 


__ 


SM 


















"~~ 


— 5 
















r — 


- 
















— 


- 
















— 


— 
















i 


— 10 


S-1 


10-12 


30-30-35-60 


14 


Very pale brown coarse SAND, some 
rock, 10YR8/3. SP 


S07DCA 


0.0 


10 i 


mm 












(10-12) 






— 15 
















15 


— 20 
















20 — 


- 


S-2 


20-22 


110-18-26-26 


18 


very pale brown coarse SAND, poorly 


S07DDA 


00 


— 


— 










sorted, 10YR8/4. SP 


(20-22) 




— 


— 25 
















25 — 


- 
















— 


— 30 
















30 -% 


— 


S-3 


30-32 


10-100-0 


20 


Grayish white gravel VA" diameter). GW 




0.0 


— 


— 


S-4 


31-33 


100-0 


20 


Grayish brown GRAVEL, some very pale 


S07DEA 


0.0 


— 


— 










brown coarse sand, 10YR8/4. gp 


(31-33) 




— 


— 
















■^ 



OGDEN 



BORING LOG 



BORING NO. MW-7 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, M A SHEET 2 OF: 9_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



40 



40 



S-5 



S-6 



40-42 



42-44 



100-0 



100-0 




18 



Grayish brown GRAVEL, some very 
pale brown coarse sand, 10YR8/4. GP 



S07DFA 
(42-44) 



0.0 



— 45 



t 

I — 50 



45 



S-7 



50-52 



20-17-13-10 



12 



Very pale brown coarse sand, 

10YR8/4. SP 



50 



S07DGA 
(50-52) 



0.0 



55 



55 



60 



S-8 



60-62 



12-3-5-4 



10 



Very pale brown coarse SAND, some 
gravel, 10YR8/4. SP 



60 



S07DHA 
(60-62) 



.0.0 



65 



65 



'-70 



S-9 



70-72 



15-12-16-24 



Very pale brown medium SAND, 
10YR8/4. SP 



S07DIA 
(70-72) 



0.0 



70 



OGDEN 



BORING LOG 



BORING NO. MW-7 



• 



PROJECT NAME: MMR impact Area LOCATION: CarT| P Edwards, MA SHEET 3 OF: 9 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lap Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



S-10 



80-82 



30-21-35-35 



22 



Very pale brown medium SAND, 
10YR8/4. SP 



85 



90 



S-11 



90-92 



4-10-10-15 



18 



Very pale brown medium sand, 
10YR8/4. SP 



95 



100 



S-12 



100-102 



49-17-18-20 



S07DJA 
(80'-82') 



0.0 



80 



85 



S07DKA 
(90'-92') 



0.0 



90 



95 



Very pale brown medium to coarse 
SAND, 10YR8/4. SP 



S07DLA 
(100'-102') 



0.0 



100' 



105 



■110 



S-13 



110-112 



105' 



24 



very pale brown medium to coarse 

SAND, 10YR8/4, wet. SP 



S07DMA 
(110-112) 



110' 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-7 



PROJECT NAME: MMR impact Area LOCATION: camp Edwards, MA SHEET 4 OF: 9 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 

(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 120 
















120 


— 125 
















125 


} 










Medium to coarse sand, little 
medium gravel. CP 






— 


^-130 












C07DAA 

(130') 





130 






— 135 










Brown fine to coarse sand, trace silt, 
clay and fine gravel, 7. 5Y 5/3. SP 






135 — 


— 140 












C07DBA 

(140') 





140 


— 145 










Brown fine to coarse SAND, trace 
medium gravel, silt, and clay, 7.5YR5/3. 
SP 


•• 




145 


■-.150 












G07DCA 

(150') 





150 


- 










Brown medium SAND, trace medium 
gravel, silt, and clay, 7.5YR5/3. SP 






— 



OGDEN 



BORING LOG 



BORING NO. MW-7 



• 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 9 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 










Brown medium SAND, trace silt, clay, 
and fine gravel, 7.5YR5/3. SP 






— 


— 160 












G07DDA 

(160') 





160 


_165 










Grayish brown coarse SAND, little silt, 
trace clay and fine gravel, 10YR5/2. 
SP-SM 






165 — 


— 170 












G07DEA 

(170') 





170-^ 


- 
















— 


- 
















— 


—175 










Grayish brown fine to coarse SAND, 
little silt, trace clay and fine gravel, 
10YR5/2. SP-SM 






175 — 


— 180 












G07DFA 
(180') 





180 — 


- 
















— 


- 












- 




— 


— 185 










Grayish brown medium to coarse 
SAND, trace silt medium gravel, 
10YR5/2. SP-SM 






185 — 


— 190 












G07DGA 
(190') 





190-J 


- 










Grayish brown medium to coarse 
SAND, little medium gravel, trace silt, 
10YR5/2. SP-SW 






— 



OGDEN 



BORING LOG 



BORING NO. MW-7 



PROJECT NAME: mmr impact Area LOCATION: Camp Edwards, ma SHEET 6 OF: 9 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Same 
(Depth) 


FID 


Depth 
(feet) 


— 200 












G07DHA 
(200') 





200 


_205 










Grayish brown medium to coarse 
SAND, little medium gravel, trace silt, 
10YR5/2. SW-SP 






205 


1 

— 210 












G07DIA 

(210') 





210 




— 215 










Light yellowish brown medium to 
coarse SAND, some silt, trace fine 
gravel, 2.5YR6/4. SP-SM 






215 — 


— 220 












G07DJA 

(220') 





220 


— 225 










Light yellowish brown medium SAND, 
some silt, trace clay 2.5YR 6/4. SM 






225 


• -23C 












G07DKA 
(230') 





230 


- 
















— 


Bluish gray CLAY, trace silt, gravel, and 
sand, 2.5YR5/1. SC 



OGDEN 



BORING LOG 



BORING NO. MW-7 



• 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 7 OF: 9 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 240 










Bluish gray CLAY, trace silt, gravel, 
and sand, 2YR5/1. SC 


G07DLA 

(240') 





240 


Dark grayish brown, fine to medium 
GRAVEL, little fine to coarse sand, trace 
silt and clay, 2.5YR3/1. cc 




_245 

— 250 










Dark yellowish brown fine to coarse 
SAND, some fine gravel, trace silt, 
2.5YR3/1. SW 


C07DMA 
(250') 





245 

4 

250 — 














- 
















— 


- 
















— 


— 255 










Olive brown fine to coarse SAND, 
some silt, trace clay and fine gravel, 
2.5YR4/3. SM-SC 







255 — 


— 260 












C07DNA 

(260) 




260 — 




— 










- 








—265 










Olive brown silt, little fine sand, trace 

Clay, 2.5YR 4/3. ML-SM 







265 — 


— 270 












C07DOA 
(270') 




270-^ 


- 
















— 


^ m 










Olive brown SILT, little fine sand, trace 
Clay, 2.5YR 4/3. ML-SM 






— 



BORING LOG 



BORING NO. MW-7 



PROJECT NAME: MMR impact Area LOCATION: camp Edwards, ma SHEET 8 OF: 9 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab samp 
(Depth) 


FID 


Depth 
(feet) 












Olive brown SILT, little fine sand, trace 









— 










Clay, 2.5YR4/3. ML-SM 






— 


— 280 










;; 


G07DPA 
(280') 




280 


— 285 










Olive brown SILT, little fine sand, trace 







285 — 


— 










Clay, 2.5YR4/3. ML-SM 








1 

— 29C 












C07DQA 

(290') 




290 


— 










Olive brown SILT, little fine sand, trace 






— 


— 295 










Clay, 2.5YR4/3. ML-SM 







295 


— 300 












G07DRA 

(300') 




300 




— 305 










Light yellowish brown fine to medium 
sand, some silt, trace clay, 10YR6/4. sm 


' 





305 


P-310 












C07DSA 
(310') 




310 


■" 










Light yellowish brown fine to medium 






— 












sand, Some silt, trace clay and fine 


















gravel, 10YR6/4. sm 










OGDEN 



BORING LOG 



BORING NO. MW-7^ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 OF: 9 



Depth 
(feet) 



Samp. 
NO. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



■32C 



— 325 



■33C 



— 335 



— 34C 



■345 



■35C 



C07DTA 
(320') 



320- 



Light yellowish brown fine to medium 
SAND, some silt, trace clay. SM 



325- 



C07DUA 
(330') 



330— 



Very pale brown fine to coarse SAND, 
trace silt and fine to medium gravel, 
10YR4/4. SP 



335- 



Brown and gray fine to coarse 
GRAVEL, little fine to coarse sand, 
trace silt and clay (Tilt). CP 



Brown and gray fine to coarse GRAVEL, 
little fine to coarse sand, trace silt and 
clay, piece oF rock, (Till). GP 



G07DVA 
(340') 



G07DWA 1 
(343') 



340- 



345- 



Pink and white medium to very 
coarse GRANITE 



350- 



EMD CF BORING 354.15 FEET 



OGDEN 



BORING LOG 



BORING NO. MW-8 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 1 OF: 4 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Barber 



TOTAL DEPTH: 116 feet 
REMARKS: 



DATE STARTED: 10-2-97 



DATE FINISHED: 10-3-97 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2.0 



- 10 



S-1 



S-2 



— 15 



20 



S-3 



25 



30 



S-4 



10-12 



12-14 



20-22 



30-32 



5-9-14-14 



13-19-10-11 



11-11-13-14 



7-17-38-35 



3 
18 



14 



12 



Dark brown CLAY and SILT, little fine 
sand and orginic matter, 7.5YR2.5/3. 
OL 



Very pale brown fine to coarse SAND, 
little fine to medium gravel, trace silt, 
medium dense, dry, 10YR8/4. SP 

very pale brown fine to coarse SAND, 
trace fine gravel and silt, medium 
dense, dry, 10YR7/4. SW 



Light yellowishbrown fine to coarse, 
little silt, trace fine gravel, medium 
dense, dry, 10YR6/4. sw 



Yellowish brown coarse to fine SAND, 
trace fine gravel and silt, very dense, 
dry, 10YR7/8. SP 



S08DAA 

(0'-0.5') 

S08DBA 

d.5'-2.0') 



10' 



S08DCA 
(10'-14 p ) 



0.0 



15' 



S08DDA 
(20'-22 r ) 



20' 



■ 0.0 



25' 



S08DEA 
(30'-32') 



30' 



0.0 



OGDEN 



BORING LOG 



BORING NO. mw 



H 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 4 


Depth 


samp. 


Samp. 


Blow count 


Rec. 


Description 


Lab Samp 


FID 


Depth 


(feet) 


No. 


Depth 




(in.) 




(Depth) 




(feet) 


— 40 










Yellowish Prown fine to coarse SAND, 






40 


— 


S-5 


40-42 


13-37-26-22 


2 


little fine to medium gravel, trace silt, 
very dense, dry , 10YR7/8. SP 






— 














S08DFA 






— 


S-6 


42-44 


10-16-18-20 


18 


Yellowish Prown fine to coarse SAND, 


(40-44) 


0.0 


— 












little fine to medium gravel, trace silt, 








— 45 










very dense, dry , 10YR7/8. SP 






45 


- 
















— 


— 50 










Yellowish Prown fine to coarse SAND, 


S08DGA 
(50-52) 




J 


— 


5-7 


50-52 


18-19-30-36 


16 


little fine to medium gravel, trace silt, 


0.0 


^^ 


_ 










very dense, dry , 10YR7/8. SP 






— 


— 55 
















55 — 


- 
















— 


— 60 










Yellowish Prown fine to coarse SAND, 






60 — 


— 


S-8 


60-62 


30-31-30-25 


4 


little fine to coarse gravel, trace silt, 






— 


_ 










very dense, dry , 10YR7/8. SP 


S08DHA 


0.0 


__ 












■ 


(60-62) 




— 


S-9 


62-64 


11-23-26-24 


12 


Yellowish Prown fine to coarse SAND, 


.. 




~ ■ 


— 










little fine to coarse gravel, trace silt, 


- 




— 


— 65 










very dense, dry, 10YR7/8. SP 






65 — 


— 70 
















70— 1 


— 


S-10 


70-72 


5-16-20-25 




Very pale Prown fine to coarse SAND, 
trace silt and fine to medium gravel, 


S08DIA 
(70-72) 


0.0 


^~ 


I 










dense, dry, 10YR3/4. SW 






— 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-8 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 3 OF: 4 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab SampJ FID 
(Depth) 



Depth 
(feet) 



80 



S-11 



80-82 



11-28-32-42 



— 85 



90 



S-12 



90-92 



5-19-34-60 



95 



100 



S-13 



100-102 



10-20-34-32 



105 



• 



110 



S-14 



110-112 



9-15-21-36 



15 



Pale yellow fine to coarse SAND, trace 
fine to medium gravel and silt, dry, 
very dense, 2.5YR4/4. sw 



80 



S08DJA 
(80'-82') 



0.0 



85 



20 



Pale yellow fine to coarse SAND, trace 
fine to medium gravel and silt, moist, 
very dense, 2.5YR4/4. sw 



90 



S08DKA 
(90'-92') 



0.0 



95 



24 



Pale brown fine to coarse SAND, trace 
fine gravel and silt, very dense, moist, 
10YR3/4. SW 



S08DLA 
(100'-102" 



100- 



0.0 



105- 



20 



Light yellowish brown fine to coarse 
SAND, trace fine to medium gravel and 
silt, medium dense, wet, 10YR6/4. sw- 
SP 



G08DAA 

(110') 
S08DMA 
(110'-112') 



110- 



0.0 



OGDEN 



BORING LOG 



BORING NO. HW- 



m 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lap Samp 
(Depth) 



FID 



Depth 
(feet) 



End of Poring at 116 feet 



■120 



120- 



125 



12! 



130 



130 1 



'135 



135- 



140 



140- 



145 



145- 



■150 



150- 



OGDEN 



BORING LOG 



BORING NO. 



MW-9 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, ma SHEET 1 OF: 4 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Barber 



TOTAL DEPTH: 125 feet 
REMARKS: 



DATE STARTED: 9-23-97 



DATE FINISHED: 9-25-97 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2.01 



— 10 



S-1 



S-2 



15 



— 20 



S-3 



25 



- 30 



S-4 



10-12 



12-14 



20-22 



30-32 



12-10-17-10 



18-15-23-100/2' 



20-20-20-20 



12 



12 



22 



20 



Light brown fine to coarse SAND, little 
silt, trace clay and fine gravel, , roots, 
7.5YR6/3. SP 



Light yellowish brown fine to coarse 
SAND, trace fine to medium gravel and 
silt, dense, moist, 10YR 6/4. SP 



Brownish yellow fine to coarse SAND, 
little gravel, trace silt, medium dense, 
moist, 10YR6/8. SP 



Very pale brown fine to coarse SAND, 
trace fine gravel and silt, dense, dry, 
10YRS/3. SW 



S09DAA 

(0'-0.5') 

S09DBA 

d.5'-2.0') 



0.0 



10" 



S09DCA 
(10'-14') 



25 



15' 



S09DDA 
(20'-22') 



20" 



0.0 



25' 



S09DEA 
(30'-32') 



30- 



3.4 



OGDEN 



BORING LOG 



BORING NO. MW-9A 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 4 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



40 



S-5 



S-6 



40-42 



42-44 



— 45 



50 



S-7 



50-52 



— 55 



60 



S-8 



S-9 



60-62 



62-64 



65 



70 



S-10 



S-11 



70-72 



3-3-5-22 



40-100/0" 



5-29-30-60 



150/6" 



35-150/6" 



40-100/2" 



72-74 3-9-100/0" 



18 



12 



10 



Light brownish yellow fine to coarse 
SAND, trace fine to medium gravel 
and silt, very dense, dry. SW 



Very pale brown fine to coarse SAND, 
trace fine to medium gravel, very 
dense, dry, 10YR7/4. SP 



Very pale brown fine to coarse SAND 
and fine to coarse GRAVEL, trace silt, 
very dense, dry, 10YR6/3. SP-OP 



Very pale brown fine to coarse SAND 
and fine to coarse GRAVEL, trace silt, 
very dense, dry, 10YR6/3. SP-GP 



40 



S09DFA 
(42-44) 



0.0 



45 



50 



S09DGA 
(50-52) 



0.0 



55 



60 



S09DHA 
(60-64) 



65 



70 



S09DIA 
(70-74) 



OGDEN 



BORING LOG 



BORING NO. MW-9 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 3 OF: 4_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



LabSampJ FID 
(Depth) 



Depth 
(feet) 



80 



S-12 



80-82 



— 85 



. — 90 



S-13 



90-92 



95 



■100 



S-14 



S-15 



100-102 



102-104 



■105 



-110 



S-16 
S-17 



110-112 
111-112 



9-60/0" 



40-75-35/0" 



100/6" 



20-22-20-25 



20-100/3" 
100/0" 



12 



12 



6 
18 








Very pale brown fine to coarse sand, 
little silt, trace fine to coarse gravel, 
dry, very dense, 10YR4/4. SP 



80 



S09DJA 
(80'-82') 



0.0 



85 



Pale yellow fine to coarse SAND, little 
fine to medium gravel, trace silt, very 
dense, 2.5YR7/3. SP 



90 



S09DKA 
(90'-92') 



0.0 



95 



Pale yellow fine to coarse SAND, little 
fine to medium gravel, trace silt, very 
dense, 2.5YR7/3. SP 



S09DLA 
(102'-104 



100- 



•0.0 



Pale yellow fine to coarse sand, trace 
silt, medium dense, non-plastic, 
2.5YR7/3. 



105' 



110" 



OGDEN 



BORING LOG 



BORING NO. MW-9, 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



LabSamd FID 
(Depth) 



Depth 
(feet) 



Water level at 11 5 feet 



•120 



S-18 



120-122 



9-10-8-8 



12 



125 



130 



'135 



— 140 



■145 



■150 



Pale yellow fine to coarse SAND, trace 
fine to medium gravel and silt, :. 
medium dense, wet. SW 



120- 



S09DNA 
(120'-122' 



G09DAA 
(125') 



0.0 



12i 



End of boring at 125 feet 



130— 



135" 



140- 



145- 



150- 



OGDEN 



BORING LOG 



BORING NO. MW-10 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 1 OF: 10 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Sonic 



TOTAL DEPTH: 577 feet 
REMARKS: New FID @ 45'- 55' 



DATE STARTED: 7-30-97 



DATE FINISHED: 8-8-97 



Depth 
(feet) 



Samp 
No. 



Samp. 
Deptr 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



- 10 



— 15 



— 20 



30 



C-1 



C-2 



C-3 



C-4 



C-5 



0-5 



5-10 



10-15 



15-25 



25-35 



10 



10 



Reddish Yellow fine to medium SAND, 
some clay and silt, trace gravel, organics 
loose, 7.5 YR6/8. SM 



Pale Yellow CLAY and SILT, some fine 
sand, trace fine gravel, slightly moist, 

SOft. 2.5 Y7/5. ML 



Very pale brown, GRAVEL and SAND, some 
silt, subangular to rounded, grading to 
sandy gravel, 10 YR7/4, (granite boulder 
encountered from 11.5' to 14.5'). CM 



Very pale brown fine to medium sand, some silt, 
poorly graded, subrounded to rounded, loose, 
slightly moist, 10YR7/4. SM 



very pale brown fine to medium SAND 
and GRAVEL, trace cobbles, poor to 
medium grading dry loose, subrounded 
to rounded, 10YR7/4. SP 
Grading to fine to coarse SAND, some 
gravel, trace cobbles. 



0.0 
0.0 



o.o 



o.o 



0.0 



10' 



15 



20' 



25' 



30' 



OGDEN 



BORING LOG 



BORING NO. MW- 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 10 



Depth 
(feet) 



40 



45 



50 



55 



Samp 
No. 



C-6 



C-7 



C-8 



60 



65 



70 



samp. 
Depth 



55-45 



45-50 



50-55- 



Blow Count 



C-9 55-65 



C-10 



65-75 



Rec. 
(ft.) 



10 



10 



Description 



very pale brown fine to medium 
sand, some cobbles and boulders, 
trace gravel, poorly graded, loose, 
10YR7/4. SP 



Pale brow fine to coarse SAND, some 
gravel, few cobbles and boulders, 
well graded, subangularto rounded, 
10YR6/3. SW 



Pale brow fine to coarse sand, few 
gravels, poor to medium graded, 
loose, subrounded to rounded, 
10YR6/3. SP 



10 



Lab Same 
(Depth) 



FID 



0.0 



0.0 



0.0 



Depth 
(feet) 



40 



45 



50~ 



55 



60 



65 



0.0 



70 



OGDEN 



BORING LOG 



BORING NO. MW-10 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 10 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Sam 
(Depth) 



P FID 



Depth 
(feet) 



80 



C-11 



75-85 



10 



85 



-90 



C-12 



85-95 



10 



— 95 



'100 



C-13 



95-105 



■105 



C-14 



105-11C 



110 



C-15 



110-115 



Pale brown fine to coarse SAND, some 
gravel, loose, poor to medium 
graded, subrounded to rounded, 
10YR6/3. SP 



80 



85 



Pale brow medium to coarse SAND, 
some gravel, subrounded to rounded, 
slightly moist, 10YR6/3. SP 



90 



95 



Pale brown medium to coarse SAND, 
trace gravel, subrounded to rounded, 
slightly moist, 10YR6/3. SP 



100- 



105- 



Pale brown fine to medium SAND, few 
gravel and silt, poorly graded, slightly 
moist, loose, subrounded to round, 

10YR6/3. SP 



Light olive brown fine to medium SAND, few 
gravel and silt, poorly graded, slightly moist, 
loose, subrounded to round, 2.5Y5/4. SP 



110- 



Pale brown fine to medium SAND, 
poorly graded, moist, loose, 
subrounded to round, 10YR6/3. SP 



OGDEN 



BORING LOG 



BORING NO. MW-lg 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lap Sami 
(Depth) 



FID 



Depth 
(feet) 



C-16 



115-120 



120 



C-17 



120-125 



125 



130 



C-18 



125-135 



135 



■140 



C-19 



135-145 



— 145 



■150 



C-20 



145-155 



weak cementation in grains from 115' 
to 116' 



S10DNA 

(143'-146') 



6.5 



yellowish Prown fine to medium 
SAND, trace fine gravel and silt, poorly 
sorted, loose, suProunded to 
rounded, 10YR5/6. SP 



10 



10 



Weak cementation from 135' to 136' 



Very pale Prown fine to medium SAND, 
trace fine to coarse gravel and silt, 
poorly sorted, suProunded to 
rounded, 10YR7/4. SP 



Water taPle at 144' to 145' 



Light Prown medium SAND, trace fine 
sand and gravel, poorly sorted, very 
moist, 2.5YR7/2. SP 



120 



0.0 



125- 



130- 



135- 



140' 



145' 



21.5 



150' 



QS9EN 



BORING LOG 



BORING NO. MW-10 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 5 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp. 
(Depth) 



FID 



Depth 
(feet) 



16C 



165 



C-20 



155-175 



17C 



17E 



■180 



185 C-21 



175-195 



1-190 



Weak to moderate cementation of 
silty fine sand at 157' to 158' 



Very pale Prown fine to medium 
SAND, trace silt and gravel, poorly 
sorted, rounded to suProunded, 
10YR7/4. SP 



13 



10.2 



No water 



16C 



16! 



17( 



No water 



0.0 



17! 



18( 



C10DAA 
(183'-186') 



0.0 



18! 



19( 



C10DBA 

(193-197') 



OGDEN 



BORING LOG 



BORING NO. MW-10| 



PROJECT NAME: MMR impact Area LOCATION: Carr| P Edwards, ma SHEET 6 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



20C 



— 205 



C-22 



195-215 



— 21C 



— 21E 



■220 



225 



C-23 



215-235 



■230 



0.0 



20( 



12 



Very pale brown fine to medium 
SAND, trace silt and gravel, poorly 
sorted, rounded to subrounded, 
loose to medium dense, 10YR 7/4. SP 



C10DCA 

(203'-206') 



20= 



grading to a very fine to fine sand at 20' )' 



0.0 



210- 



# 



No water 



215- 



0.0 



220- 



20 



Pale yellow very fine to fine SAND, 
well sorted, subrounded to rounded, 
medium dense, 2.5YR 7/3. SP 



225- 



No water 



0.0 



230- 



OGDEN 



BORING LOG 



BORING NO. MW-10 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 7 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Sam 
(Depth) 



P 



FID 



Depth 
(feet) 



240 



245 



C-24 



235-255 



250 



— 255 



260 



265 



C-25 



255-275 



'-270 



No water 



0.0 



24( 



Olive very fine SAND, some silt, slightly 
plastic, medium dense, slow dilatancy, 
5 Y6/3, SP 



20 



245- 



No water 



0.0 



250" 



Grading to a very fine SILT, with clay, 
some sand. 



255" 



No water 



0.0 



Olive SILT, some clay, trace silt, slight 
to medium plasticity, moderate to 
rapid dilatancy, medium stiff to stiff, 
5Y5/4. ML . 



260 



20 



No water 



265 



0.0 



Yellowish brown fine SAND, trace silt, 
slow dilantancy, loose to medium 
dense, rounded to subrounded, moist, 
10 YR 5/6. SM 



270 



OGDEN 



BORING LOG 



BORING NO. MW-1 



• 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 8 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



28C 



285 



C-26 



275-295 



— 290 



— 295 



'500 



505 



C-27 



295-315 



'510 



Light yellowish brown fine to medium 
SAND, trace silt, poorly graded, 
subrounded to rounded, moderate 
plasticity, moist to wet, occasional silt 
and clay seam. SP 



20 



15 



Grading to very fine SAND, poorly 
graded, moist, 10YR6/4. SP 



Very pale brown very fine to fine 
SAND, trace silt, poorly graded, 
loose, subrounded to rounded, 
10YR7/4. SP 



0.0 



28( 



C10DDA 
(283'-286') 



285- 



0.0 



290- 



• 



C10DEA 
(293'-296' 



295- 



0.0 



500- 



G10DFA 

GOS'-soe': 



505- 



0.0 



510- 



C10DCA 
(313-316) 



OGDEN 



BORING LOG 



BORING NO. MW-10 





PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 OF: 10 




Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 




— 














0.0 


— 




— 
















— 




_ 
















— 
















No water 




— 




— 320 
















320 




— 325 


C-28 


315-335 




20 


Very pale brown fine to very fine SAND, 
poorly graded, loose, subrounded to 
rounded, 10YR7/4. SP 






325 


< 


— 330 
— 335 












G10DHA 
(327'-33T) 


0.0 


330 

335 




Dark greenish gray and strong brown stratified 
SILT and CLAY, medium plasticity, medium stiff, 
Glevl 4/1 and 7.5YR4/6. ML 








— 












No water 




— 




— 340 
















340 




— 














•o.o 


— 




— 345 


C-29 


335-355 






Dark greenish gray fine SAND, some silt, 
trace gravel, with pockets of silty clayey 
sand, medium dense, gley 1 4/1. SM 






345 


i 


B-350 












C10DIA 
(352'-357'l 




350 



OGDEN 



BORING LOG 



BORING NO. MW-10 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, M A SHEET 10 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Sampj fid 
(Depth) 



Depth 
(feet) 



<36C 



C-30 



355-365 



■365 



•370 



C-31 



365-377 



— 375 



•380 



385 



■390 



Dark greenish gray fine SAND, some silt, 
trace gravel, medium dense, 
subrounded to rounded, Gley 1 4/1. SM 



No water 



0.0 



Cray fine to coarse SAND, some silt and gravel, 
moderate to well graded, subangular to well 
rounded, loose to medium dense, non-plastic, 
2.5Y5/1. CM 



36C 



Dark bluish gray Silt, trace sand, very stiff, slight 
plasticity, medium to high dry strength, Cley 2 
4/1. ML 



No water 



0.0 



Bedrock (Cranodiorite) 



365- 



370 — 



375- 



End of boring 377 feet 



380- 



38< 



390- 



OGDEN 



BORING LOG 



BORING NO. MW-11 



PROJECT NAME 


: MMR impact Area 


LOCATION: Camp Edwards, MA SHE 


EET 1 OF 
rHOD: 
IED: 8-1 


:. 4 




PROJECT NUMBER: 313000103 
TOTAL DEPTH: 135 feet D; 


DRILLING COMPANY: Maher ME' 
ME STARTED: 8-8-97 DATE FINISH 


Barber 
1-97 


REMARKS 












Depth 
(feet) 


Samp. 

NO. 


Samp. 
Deptr 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


— 5 

— 10 

— 15 

— 20 

— 25 
f- 30 


HA-1 
HA-1 

S-1 
S-2 
S-3 

S-4 

S-5 
S-6 


0-0.5 
1.5-2.0 

10-12 
12-14 
14-16 

20-22 

30-32 
32-34 


13-20-9-11 

11-14-14-25 

7-17-29-80 

14-13-17-19 

49-21-26-25 
16-26-32-51 




12 
12 

12 

18 
18 


Brownish yellow SAND, some silt, trace coarse 
sand and fine gravel, nonplastic, 10YR6/8. SM 


S11DAA 

(0'-0.5') 

S11DBA 

d.5'-2.0') 

S11DCA 
(12'-16') 

S11DDA 
(20'-22') 

S11DEA 
(30'-34') 


0.5 

0.5 
•0.0 

3.4 


5 

10 
15 
20 
25 
30 


— 


Light brown fine to coarse sand, trace 
fine gravel, medium dense, non-plastic, 
10YR8/3. SW 


Pale yellow fine to coarse sand, some 
fine to coarse gravel, medium dense, 
non-plastic, 2.5Y 7/3. SW 


Boulders at 23 to 27 feet 


Pale yellow fine to coarse SAND, some 
fine gravel, medium dense, non-plastic, 
2.5Y7/3. SW 



OGDEN 



BORING LOG 



BORING NO. MW- 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 


4 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 40 
















40 


— 


S-7 


40-42 


18-19-30-35 


6 


■ 


S11DFA 


3.7 


— 


— 










Light brownish yellow fine to coarse 


(40-44) 




■" 


- 


S-8 


42-44 


12-17-30-44 




SAND, trace fine to medium gravel 




3.9 


— 


- 










and silt, very dense, dry. SW 






— 


— 45 
















45 


- 
















— 


_ 
















• 


— 50 


S-9 


50-52 


12-23-18-16 


15 


very pale brown fine to coarse SAND, 
trace fine to medium gravel, very 


S11DCA 
(50-54) 


2.0 


50 — 


— 










dense, dry, 10YR7/4. SP 






— 


— 


S-10 


52-54 


12-15-18-21 


18 




• 




■» 


— 55 
















55 


- 
















— 




— 60 
















60 


- 


S-11 


60-62 


11-14-16-22 


15 


Very pale brown fine to coarse SAND 






— 


— 










and fine to coarse GRAVEL, trace silt, 


S11DHA 


4 


— 


- 


S-12 


62-64 


21-27-23-26 




very dense, dry, 10YR6/3. SP-CP 


(60-64) 




— 


— 65 
















65 


- 
















— 


— 70 
















70 -t 


— 


S-13 


70-72 


8-14-20-21 


23 


Very pale brown fine to coarse SAND 
and fine to coarse GRAVEL, trace silt, 


S11DIA 
(70-72) 


3.4 


_ 


- 










very dense, dry, 10YR6/3. SP-CP 






— 


- 
















■■■ 



OGDEN 



BORING LOG 



BORING NO. MW-11 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 3 OF: 4_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



S-14 



80-82 



85 



90 



S-15 



90-92 



95 



100 



S-16 



100-102 



105 



110 



S-17 



110-112 



9-14-21-27 



9-7-10-16 



11-13-20-27 



7-18-28-31 



13 



23 



20 



24 



Light yellowish brown, medium sand, 
some fine sand, trace coarse sand, 
moist, 2.5Y6/4. SP 



80 



S11DJA 

(80'-82') 



0.0 



85 



Light brown fine to medium SAND, 
trace coarse sand, loose to medium 
dense, non-plastic, 10YR8/3. SP 



90 



S11DKA 
(90'-92') 



0.4 



95 



Light brown fine to medium sand, 
with coarse sand, trace fine gravel, 
medium dense, non-plastic, 10YR8/3. 
sw 



S11DLA 

(10CM02') 



10C 



0.9 



10! 



Light brown fine to medium SAND, 
trace coarse sand and fine gravel, 
medium dense, non-plastic, 10YR8/3. 
SW 



111 



S11DMA 
mcr-112') 



23.8 



OGDEN 



BORING LOG 



BORING NO. MW-10 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



Samp. 
No 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



■120 



S-18 



120-122 



9-21-28-30 



24 



— 125 



Light yellowish Prown, fine to 
medium SAND, some fine sand, 
medium dense, nonplastic, moist, 
2.5Y7/3. SP 

water level at 125 feet 



120- 



S11DNA 
(120'-122*) 



2.3 



12! 



— 130 



S-19 



130-132 



11-15-26-31 



24 



Pale yellow fine to medium SAND, 
trace coarse sand and gravel, medium 
dense, non-plastic, 2.5Y7/3. SP 



130 1 



S11DOA 
(13CM32') 



2.9 



— 135 



End of Poring at 135 feet 



135- 



■140 



140- 



■145 



145- 



■150 



150- 



OGDEN 



BORING LOG 



BORING NO. MW-12 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, MA SHEET 1 OF: 3 

PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Barber 



TOTAL DEPTH: 110 feet 
REMARKS: 



DATE STARTED: 8-4-97 



DATE FINISHED: 8-7-97 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp. 
(depth) 



FID 



Depth 
(feet) 



HA-1 



0-0.5 



l — 10 



15 



20 



25 



30 



S-1 



S-2 



S-3 



S-4 



S-5 



10-12 



12-14 



20-22 



22-24 



30-32 



18-15-30-12 



34-24-16-37 



9-11-12-14 



17-29-26-21 



18-19-21-17 



15 



Light olive yellow SAND, some silt, trace 
coarse sand and fine to coarse gravel, 
nonplastic, moist, 2.5Y5/6. SM 



Pale yellow, medium to coarse SAND, with 
fine sand and fine gravel, medium dense, non- 
plastic, 2.5Y 7/4. SW 



Brownish yellow fine to medium SAND, trace 
coarse sandandgravel, medium dense, non- 
plastic, 10Y6/8. SW 



Pale yellow fine to medium SAND, some 
coarse sand and fine gravel, medium dense, 
non-plastic, 2.5Y2/4. SW 



S12DAA 

(0'-0.5") 

S12DBA 

:i.5'-2.0') 



2.1 



10 



S12DCA 
(10'-14') 



0.3 



15 



20 



S12DDA 
(20'-24') 



0.0 



0.0 



25 



S12DEA 
(30'-32') 



30 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW--^ 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 3 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


- 
















: 


— 40 


S-6 


40-42 


5-4-7-12 


18 


Light yellowish Prown fine to coarse 
SAND, with fine gravel, loose, non- 
plastic, 2.5Y 6/4. SW 


S12DFA 
(40-42) 


0.0 


40 


— 45 
















45 


- 
















— 


— 
















- ^ m 


— 50 


S-7 


50-52 


8-11-9-9 


18 


Light yellowish Prown fine to 
medium SAND, with fine gravel, loose 


S12DCA 
(50-52) 


0.0 


50 


- 










non-plastic, 2.5Y 6/4. sw 


• 




— 


— 55 
















55 


— 
















— 


- 
















— 


— 60 


S-8 


60-62 


10-22-15-25 


20 


very pale Prown fine to medium 
SAND, trace coarse sand, medium 


S12DHA 
(60-62) 


.0.0 


60 


_ 










dense, non-plastic, 10YR 7/3. SP 






— 


— 65 
















65 — 


- 
















— 


- 
















^ 


— 70 


S-9 


70-72 


12-11-10-18 


12 


Pale yellow fine to coarse SAND, trace 
coarse sand, loose to medium dense, 


S12DIA 
(70-72) 


0.0 


10-1 


- 










non-plastic, 2.5Y 8/3. SP 






— 



, OGDEN 



BORING LOG 



BORING NO. MW-12 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 3 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



— 80 



S-10 



80-82 



5-10-20-23 



85 



• 

r— 90 



S-11 
S-12 



90-92 
92-94 



20-16-23-25 
10-8-9-16 



95 



100 



S-13 



100-102 



8-10-14-17 



105 



-110 



18 



Pale yellow, fine to medium SAND, 
trace coarse sand, loose to medium 
dense, non-plastic, 2.5Y 3/4. SP 



80 



S12DJA 
(80'-82') 



0.0 



85 



90 




18 



Pale yellow fine to medium sand, 
trace coarse sand, loose, non-plastic, 
2.5Y7/4. SP 



S12DKA 
02'-94') 



0.0 



95 



24 



water at 99.5 feet. 

Pale yellow fine to coarse sand, 
medium dense, non-plastic, 2.5Y 7/4. 
sw 



S12DLA 
(100'-102') 



100- 



.0.0 



105- 



110- 



END OF BORING 110 FEET 



OGDEN 



BORING LOG 



BORING NO. M wi3 A 



PROJECT NAME 


: M MR impact Area 


LOCATION: camp Edwards, MA SHE 


EET 1 OF 
]"HOD: ■ 


: : 8 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher ME" 


Sarber/Sonic 


TOTAL DEPTH: 


305' D/ 


\TE< 

r drill 


STARTED: 10/20/97 DATE FINISHED: 11/4/97 


REMARKS 


: switched from Barbe 


ing to Sonic drilling at 82 feet. 










Depth 
(feet) 


Samp. 
No. 


Samp. 
Deptr 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 




HA-1 


0-1.5 








S13DAA 


0.0 




^ 


HA-2 


0-1.5 






? v 


(0'-0.5') 
S13DBA 


0.0 


_ 


— 5 












(0.5'-2.0') 




5 


o 
I I I I I I I 


S-1 


10-12 


4-5-6-8 


18 


Very pale brown fineto coarse SAND, 
some silt, trace fine to medium, loose 
gravei, dry, 10YR7/4. SW 


S13DCA 
(10'-12') 


0.0 


4 

10 — 


— 15 
















15 — 


— 
















— 


- 
















— 


— 20 


S-2 


20-22 


7-10-29-32 


18 


Light yellowish brown, fine to coarse 
SAND, trace fine to medium gravel and 
silt, dense, dry, 10YR6/4. SP 


S13DDA 
(20'-22*) 


•0.0 


20 — 


— 25 
















25 — 


- 
















— 


- 
















— 


- 
















— 


— 30 
















30 -B 


- 


S-3 
S-4 


30-32 
32-34 


13-25-15-20 
14-27-30-18 


5 
12 


Light yellowish brown, fine to coarse 
SAND, trace fine to medium gravel and 
silt, dense, dry, 10YR6/4. SP 


S13DEA 
(30'-34') 


0.0 




— 
















"■■ ■ 



OGDEN 



BORING LOG 



BORING NO. MW13 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 8 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 


S-5 


40-42 


9-10-12-16 


16 


Very pale Prown fineto coarse sand, 
some fine to coarse gravel, trace silt, 
medium dense, dry, 10YR8/5. SP 


S13DFA 
(40'-42') 


0.0 


40 


— 45 
















45 




> 

, — 50 


S-6 


50-52 


50-100/4" 


10 


Very pale Prown fine to coarse SAND, 
some fine to medium gravel, trace silt, 
very dense, dry, 10YR8/3. SP-CP 


S13DCA 
(50'-52') 


0.0 


50 


— 55 
















55 


— 60 


S-7 


60-62 


10-21-22-45 


20 


Very pale Prown fine to coarse sand, 
little fine to medium gravel, trace silt, 
dense, dry, 10YR8/3..SP 


S13DHA 
(60'-62') 


.0.0 


60 


— 65 
















65 


— 
















— 


- 
















— 


— 
















— 


J -70 
















70 


- 


S-8 


70-72 


20-28-100/4" 


20 


Very pale Prown fine to coarse sand, 
little fine to medium gravel, trace silt, 
dense, dry, 10YR8/3.SP 


S13DIA 
(70'-72') 


0.0 


— 


— 
















— 



OGDEN 



BORING LOG 



BORING NO. MW13 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 8 



Depth 
(feet) 



Samp. 
No 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lap samp 
(Depth) 



FID 



Depth 
(feet) 



80 



S-9 



80-82 



10-30-40-50 



85 



C-10 



80-95 



90 



— 95 



^100 



105 



C-11 



95-115 



110 



Groundwater approximately 75' 



22" 



Light yellowish brown, fine to coarse 
SAND, some fine to medium gravel, 
trace silt, very dense, wet, 10YR6/4. SP 



C13DAA 
(75'-80') 



S13DJA 
(80'-82 r ) 
G13DBA 
(80'-85 r ) 



80' 



0.0 



85' 



0.0 



90 



C13DCA 
(90'-95') 



95' 



100- 



Light olive brown medium SAND, some 
coarse gravel and cobbles, wet, 2.5Y6/4. 
SP 



C13DDA 
(100'-105 r ) 



0.0 



105" 



110— • 



C13DEA 
(110-115') 



, OGDEN 



BORING LOG 



BORING NO. MW13 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 4 OF: 8 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 120 
















120 


—125 


C-12 


115-135 




18 




C13DFA 
(122'-127') 


0.0 


125 — 


I — 130 
















130 


— 135 










Light yellowish Prown medium SAND, 
trace gravel, 2.5Y6/4. SP 


C13DCA 
(132'-136') 




135 


—140 














0.0 


140 


- 










- 


C13DHA 
(142'-146') 




— 


— 145 


C-13 


135-155 




15 








145 


J -150 
















150 


- 












C13DIA 
(152'-156") 




— 



OGDEN 



BORING LOG 



BORING NO. MW13 



PROJECT NAME 


: MMR L 


OCATION: SHE 


ET 5 


OF: 


8 








Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 160 














0.0 


160 


— 
















— 


- 
















— 


- 












C13DJA 




— 


— 165 


C-14 


155-175 




20 


Light yellowish brown medium to 
coarse SAND, some gravel, poorly 
graded, 2.5Y6/4. SP 


(162'-167') 




165 — 


- 
















— 


— 
















~^ — 


— 170 
















170—" 


- 












G13DKA 
(172-176') 




— 


— 175 
















175 


—180 














0.0 


180 — 


_ 










* 


C13DLA 




_ 


—185 


C-15 


175-195 




20 


Light yellowish brown fine to coarse 
SAND, some gravel, poorly graded, 
2.5Y6/4. SP 


(182'-186'1 




185 — 


- 
















— 


- 
















— 


— 190 
















190 -J 


- 












C13DMA 
(192'-197) 




— 



I L 



J L_l I 



,OGDEN 



BORING LOG 



BORING NO. MW13 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 6 OF: 8 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



■200 



■205 



C-16 



195-215 



21C 



—215 



— 220 



— 225 



C-17 



215-235 



'-230 



20 



20 



0.0 



Olive yellow medium to coarse SAND 
trace silt and gravel, well rounded, 
poorly graded, 2. 5Y 6/6. SP 



Light olive Prown fine SAND, some 
gravel, trace silt , dense, 2.5Y 5/6. SP 



200- 



0.0 



G13DNA 

(202'-206') 



205- 



0.0 



Pale yellow medium to coarse SAND, 
some gravel, well rounded, loose, 
poorly graded, 2.5Y 5/6. SP 



210- 



G13DOA 

(212'-216') 



215- 



0.0 



Light olive Prown fine SAND, some silt, 
dense, poorly graded, 2.5Y 5/6. SP-SM 



220- 



G13DPA 

(222'-226'l 



0.0 



225- 



Light olive Prown fine SAND and SILT, 
dense, poorly graded, 2.5Y 5/6. SP-SM 



Light olive Prown fine SAND, some silt, 
loose, poorly graded, 2.5Y 5/6. SP-SM 



230- 



C13DQA 
(232'-236') 



OGDEN 



BORING LOG 



BORING NO. MW13 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 7 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


— 














0.0 


— 


— 240 
















240 


- 












C13DRA 
(242'-246') 




— 


— 245 


C-18 


235-255 




5 


Olive brown SILT, some fine sand, 
2.5Y4/3. MH 






245 — 


— 250 
















250 — 


— 255 












No sample 




















255' 


- 










Dark greenish gray SILT, some clay, 
cohesive, 10CY 3/1. ML/MH 




0.0 


— 


— 260 














.0.0 


260 — 




- 










Brown medium SAND,-some gravel 
and cobbles, 7.5YR 5/6. sp/sm 


G13DTA 
(262'-266') 




— 


—265 


C-19 


255-275 




20 








265 — 


— 














0.0 


— 




- 
















— 


— 270 










Dark greenish gray SILT, cohesive, 
10CY3/1. ML/MH 






270-^ 


— 












C13DUA 

(272'-276') 




— 



• 



OGDEN 



BORING LOG 



BORING NO. MW13 





PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 8 OF: 8 




Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


















0.0 


— 




















— 




















— 




— 280 


C-20 


275-289 




5 


Olive brown SILT, some sand and clay, 
trace gravel, hard, well rounded, dense, 
2.5Y4/3. ML/CL 






280— 




—285 
















285 


1 


— 290 
















290 


Bedrock, Cranodiorite 




—295 
















295 




— 300 
















300 




—305 










' 


- • 




305 












End of Boring 305 feet 






1 


r-310 
















310 



OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 1 OF: 3 



I 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: BarPer 



TOTAL DEPTH: 108 feet 
REMARKS: 



DATE STARTED: 7-21-97 



DATE FINISHED: 7-28-97 



Depth 
(feet) 



Samp 
No. 



Samp 
Deptr 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2.0 



— 5 



— 10 



S-1 



10-12 



15 



20 



S-2 



20-22 



25 



30 



S-4 



30-32 



4-10-31-47 



6-18-25-27 



38-25-15-14 



10 



12 



10 



Light Prown fine SILT, some sand. 



Light Prown fine to coarse SAND, some 
silt, trace fine gravel, (gravel piece in 
spoon tip) loose to dense, non-plastic. 
SP 



Light Prown fine to coarse, trace silt 
and fine gravel, loose to medium 
dense, non-plastic. SP 



Light Prown coarse to fine SAND, trace 
silt and fine gravel, medium dense to 
dense, non-plastic. SP 



S14DAA 

(0'-0.5') 

S14DBA 

d.5'-2.0') 



S14DCA 
(10'-12 r ) 



10' 



33.3 



15' 



S14DDA 
(20'-22') 



20' 



0.0 



25' 



S14DEA 
(30'-32 r ) 



30' 



0.0 



,OGDEN 



BORING LOG 



BORING NO. MW-14 



PROJECT NAME: mmr impact Area LOCATION: Cam P Edwards, M A SHEET 2 QF: 3_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



40 



S-5 



40-42 



— 45 



50 



S-6 



50-52 



55 



60 



S-7 



60-62 



65 



- 70 



S-9 



70-72 



52-20-20-51 



6-7-15-21 



4-8-18-50 



5-8-14-55 



12 



15 



14 



Light brown fine to coarse SAND, 
trace silt and fine gravel, medium 
dense to dense, non-plastic. SP 



Light brown fine to coarse SAND, 
trace silt and fine gravel, loose to 
medium dense non-plastic. SP 



very pale brown fine to coarse SAND, 
trace silt and fine gravel, loose to 
medium dense, non-plastic. SP 



Very pale brown fine to coarse SAND, 
trace silt and fine gravel, loose to 
medium dense, non-plastic. SP 



40 



S14DFA 
(40-44) 



0.0 



45 



S14DGA 
(50-52) 



50 



0.0 



55 



S14DHA 
(60-62) 



60 



.0.0 



65 



S14DIA 
(70-72) 



70 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-lflj 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 3 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 80 
















80 


— 


S-10 


80-82 


21-100/1" 


7 


i: 






— 


_ 


S-11 


82-84 


30-60-20-20 


24 


Tan fine to coarse SAND, trace fine to 


S14DJA 


0.0 


— 


- 










coarse gravel, dense, 10YR7/3. SP 


(82'-84') 




— 


— 85 
















85 


- 
















— 


- 
















— 


- 
















~— 


— 90 


S-12 


90-92 


30-10-19-30 


24 


Tan fine to coarse SAND, trace fine to 
coarse gravel, dense, moist, 10YR7/3. 
SP 


S14DKA 
(90'-92') 


0.0 


> 
90 — 


- 
















— 


— 95 
















95 




- 
















— 


- 
















— 


- 
















— 


— 10C 


S-13 


100-102 


6-5-10-16 


24 


Tan fine to coarse SAND, medium 
dense, wet, 10YR7/3. SP 




•0.0 


100 


— 105 
















105 












END OF BORING 108 FEET 








— 11G 
















110-# 


- 
















— 


- 
















— 


- 
















— 


- 
















•™ 



% OGDEN 



BORING LOG 



BORING NO. MW-15 



PROJECT NAME 


: MMR Impact Area 


LOCATION: Camp Edwards, MA SHEET 1 OF: 10 


PROJECT NUMBER: 313000103 


DRILLING COMPANY: Maher METHOD: 


Barber 


TOTAL DEPTH: 356 feet D, 


<\TE< 


STARTED: 8-28-97 DATE FINISHED: 9-15-97 


REMARKS 














Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(depth) 


FID 


Depth 
(feet) 


I | I I I I 

Ul 


HA-1 
HA-2 


0-0.5 
1.5-2.C 






Light brown medium to fine SAND, little silt, 
~\ trace clay, 7.5YR6/3. SP / 


S15DAA 

(0-0.5) 

S15DBA 

(1.5-2.0) 


0.0 


1 1 1 1 1 1 


F 

I — 10 
















10 — 


— 


S-1 
S-2 


10-12 
12-14 


2-3-2-4 
4-7-8-6 


6 
5 


Brownish yellow coarse SAND, trace silt 
and fine gravel, 10YR6/6. SP 


S15DCA 
(10-14) 


0.0 


— 


— 15 
















15 


— 20 
















20 


- 


S-3 
S-4 


20-22 
22-24 


5-4-15-14 
6-7-10-15 


2 
3 


Very pale brown fine to coarse SAND, 
little fine to coarse gravel, trace silt, 
10YR8/3. SP 


S15DDA 
(20-24) 


■ 0.0 


— 


— 25 


S-5 


24-26 


8-17-20-19 











25 


W- 30 


S-6 


30-32 


8-8-15-14 


18 


Brownish yellow fine to coarse SAND, 
little silt, trace fine gravel, 10YR6/6. SM 


S15DEA 
(30-32) 


0.0 


30 — 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-1 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 
















40 


- 


S-7 


40-42 






Cobbles and Boulders (no splitspoon 
sample) 






— 


— 45 
















45 


— 50 


S-8 


50-52 


10-17-21-26 


6 








50 — 


- 


S-9 


52-54 


16-34-29-37 


14 


Light yellowish brown fine to coarse 
SAND, trace fine to medium gravel, 
trace silt, 10YR6/4. SP 


S15DFA 
(50-52) 


0.0 


— 


— 55 
















55 


- 
















— 


- 
















— 


- 
















— 


— 60 


S-10 


60-62 


8-13-18-21 


12 


Light yellowish brown fine to coarse 
SAND, little fine to coarse gravel, trace 
silt, 10YR6/4. SP 


S15DCA 
(60-62) 


.0.0 


60 — 


— 65 
















65 — 


- 
















— 


- 
















— 


— 70 


S-11 


70-72 


7-7-13-14 


18 


Very pale brown fine to coarse SAND, 
little silt, trace fine gravel and rock 
fragments, 10YR7/3. SP 


S15DHA 
(70-72) 


0.0 


70 -P 


- 
















^~ 



, OGDEN 



BORING LOG 



BORING NO. mw-15 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


o 

CO 

I I I I I I I I 


S-12 


80-82 


7-17-17-19 


18 


Very pale Prown fine to coarse sand, 
trace silt and fine to coarse gravel, 
10YR7/3. SP 


S15DIA 
(80'-82 r ) 


0.0 


o 

CO 


— 85 
















85 


- 
















— 


- 
















— 


I 
















— 


1 
— 90 


S-13 


90-92 


12-24-100/4" 


13 


Very pale Prown fine to coarse sand, 
trace silt and fine gravel, 10YR7/3. SP 


S15DJA 
(90'-92') 


0.0 


90 


— 95 
















95 — 


— 100 


S-14 


100-102 


54-100/3" 


7 


Light yellowish Prown fine to coarse 
SAND, trace silt and fine to coarse 
gravel, 10YR6/4. SP . 


S15DKA 
(100'-102') 


•0.0 


100 


— 105 
















105 


- 










wet at 107 feet 






— 


r-no 










Yellowish Prown fine to coarse SAND, 
trace silt and fine gravel, 10YR5/4. SP 


G15DAA 

(110') 




110 — 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-1|* 



PROJECT NAME: M MR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



120 



125 



130 



— 135 



140 



■145 



— 150 



Yellowish brown fine to coarse SAND, 
trace fine gravel and silt, 10YR5/4. SP 



C15DBA 
(120') 



120- 



Yellowish brown fine to coarse sand, 
trace fine gravel and silt, 10YR5/4. SP 



C15DCA 
(130') 



Dark yellowish brown fine to coarse 
SAND, little fine to coarse gravel, trace 
silt, 10YR4/6. SP-CP 



G15DDAJ 
(140') 



Dark yellowish brown fine to coarse 
SAND, little fine to coarse gravel, trace 
silt, 10YR4/6. SP-CP 



C15DEA 
(150') 



Yellowish brown fine to coarse SAND, 
trace fine gravel and silt, 10YR5/4. SP 



125- 





130 — 



135- 



140- 



145- 



150- 



BORING LOG 



BORING NO. MW-15 



PROJECT NAME: M MR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 












Yellowish Prown fine to coarse SAND, 








— 










trace fine gravel and silt, 10YR5/4. SP 






— 


— 160 










■ 


C15DFA 

(160') 




160 


— 165 










Yellowish Prown fine to coarse SAND, 
trace fine to medium gravel and silt, 
10YR6/6. SP 






165 


1 

— 170 












C15DCA 

(170) 





170 




— 175 










Brownish yellow fine to coarse SAND, 
little silt, trace fine to medium gravel, 
10YR6/6. SP 






175 


— 180 












C15DHA 

(180) 





180 




LD 
00 

1 1 I 1 1 1 










Brownish yellow fine to medium 
SAND, some fine to coarse gravel, 
trace silt, 10YR6/6. SP-CP 






185 


*-190 












C15DIA 

(190) 





190 




- 










Brownish yellow fine to coarse SAND, 
little silt, trace fine gravel, 10YR6/6. 
SP-SM 






— 



OGDEN 



BORING LOG 



BORING NO. MW-1^ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 6 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


_ 










Brownish yellow fine to coarse SAND, 
little silt, trace fine gravel, 10YR6/6. 
SP-SM 






— 


— 200 












G15DJA 
(200') 




200 


-• 


_205 










Light yellowish Prown fine to coarse 
SAND, little gravel, trace silt, 10YR6/4. 






205 — 


— 










SP 






^~ 


- 
















— 


_ 
















" — 


— 210 












G15DKA 
(210') 





* 

210 — 


- 
















— 


- 












' 




— 


— 215 










Light yellowish Prown medium to 
coarse SAND, little fine gravel, trace 






215 — 


- 










silt, 10YR6/4. SP 






— 


— 220 












G15DLA 
(220) 





220 — 


- 
















— 


- 












- • 




— 


_225 










Light yellowish Prown fine to coarse 
SAND, little fine to medium gravel, 






225 — 


- 










trace silt, 10YR6/4. SP 






— 


— 230 












G15DMA 
(230) 





230-^ 


- 










Light yellowish Prown fine to coarse 
GRAVEL and fine to coarse sand, trace 






~~ 


- 










Silt, 10YR6/4. CP 






— 



, OGDEN 

■ ■ ■ ■ ■ 



BORING LOG 



BORING NO. MW-15 



PROJECT NAME: MMR impact Area LOCATION: camp Edwards, MA SHEET 7 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 










Light yellowish brown fine to coarse 
GRAVEL and fine to coarse SAND, trace 






— 


— 










Silt, 10YR6/4. CP 






^- 


— 24C 












G15DNA 
(240') 





240 


• 


— 245 










Very pale brown fine to coarse SAND, 
little silt, trace fine gravel, 10YR7/4. sp 






245 


> 

— 25C 












G15DOA 

(250') 





250 


— 255 










Very pale brown fine to coarse SAND, 
trace fine to coarse gravel and silt, 
10YR7/4. SP 






255 — 


— 260 












G15DPA 
(260') 





260 




_265 










Yellowish brown fine to coarse SAND, 
little silt, trace fine gravel, 10YR5/4. SP 






265 — 


\ -270 












G15DQA 

(270') 





270 — 




— 










Light yellowish brown fine to coarse 
SAND and fine to medium GRAVEL, 






— 


- 










trace silt, 10YR6/4. SP-GP 






— 



OGDEN 



BORING LOG 



■ ■ ■ 



BORING NO. MW-1^ 



PROJECT NAME: mmr impact Area LOCATION: Cam P Edwards, M A SHEET 8 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



— 280 



285 



■290 



295 



— 300 



305 



•310 



Light yellowish brown fine to coarse 
SAND and fine to medium GRAVEL, trace 
Silt, 10YR6/4. SP-CP 



C15DRA 

(280') 



280- 



Light yellowish brown fine to coarse 
sand, trace fine to medium gravel, 

10YR6/4. SW 



285- 



C15DSA 
(290') 



29C 



Light yellowish brown fine to medium 
GRAVEL, little fine to coarse sand, 
10YR6/4. CP-SP 



295- 



G15DTA 

(300') 



300- 



Light yellowish brown fine to coarse 
SAND, little silt, trace fine gravel. SP 



305 



C15DUAI 
(310') 



310- 



Light yellowish brown fine to coarse 
SAND, some fine to medium gravel, 
trace silt. SP-CP 



% OGDEN 



BORING LOG 



BORING NO. MW-15 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 OF: 10 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 










Light yellowish brown fine to coarse 
SAND, some fine to medium gravel, 
trace silt. SP-CP 






— 


— 320 












G15DVA 
(320') 





320 




- 
















— 


— 
















— 


— 325 










Yellowish brown and gray fine to 
coarse GRAVEL, some fine to coarse 
sand, trace silt. GP-SP 






325— 


— 330 












G15DWA 
(330') 





lZ0 Z 


— 335 
















335^ 


- 
















— 


- 










TILL 






— 


— 340 












G15DXA 

(340') 





340 




mm 












- ' 




mm * 


— 345 
















345 


- 










BEDROCK, Pinkish gray fine to coarse 
grained granodiorite. 






__ 


|)-350 
















350 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-K 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA 


SHEET 10 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 




















— 










End of boring 356 feet 








__ 


- 


















— 


- 


















— 


— 36C 


















360 


— 


















— 


- 


















— 


- 


















— 


- 


















— 


— 365 


















365 — 


- 


















1 


— 370 


















370 — 


- 


















— 


- 


















— 


- 


















— 


— 375 


















375 — 


_ 


















__ 


- 


















— 


—380 


















380 — 


- 


















— 


- 










_ 








— 


- 














- ■ 




— 


- 


















— 


— 385 


















385 — 


—390 


















390— ~ 


- 


















— 



OGDEN 



BORING LOG 



BORING NO. mw-16 



PROJECT NAME: MMR Impact Area LOCATION: Camp Edwards, ma SHEET 1 OF: 10 




PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber/sonic 


TOTAL DEPTH: 


395' D 


ATE STARTED: 8/20/97 DATE FINISh 
?r drilling to Soinc Drilling at 82 feet 


IED: 10/15/97 




REMARKS 


: Switched from BarPe 










Depth 
(feet) 


Samp 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


— 


HA-1 
HA-2 


0-0.5 
1.5-2.0 






Light yellowish Prown fine to coarse 
SAND, little silt, trace fine to medium 
gravel, 10YR6/4. SP 


S16DAA 

(0'-0.5') 

S16DBA 

d.5'-2.0') 


0.0 




— 


— 5 












S16DCA 
(2'-4') 




5 


— 


— 10 


S-1 
S-2 


10-12 
12-14 


9-10-10-12 
10-15-18-16 


12 
18 


Light yellowish Prown fine to coarse 
SAND, little fine to medium gravel, 
trace silt, medium dense to dense, 
10YR6/4. SP 


S16DDA 
(10'-14') 


0.0 


10 


— 


— 15 
















15 




- 










CoPPIesand Gravel 








— 


— 20 
















20 


— 


~ 


S-3 


20-22 


100/0" 









• 




— 


I I I I I I 


S-4 


22-24 


37-27-25-23 


12 


Very pale Prown fine to coarse SAND, 
little fine to medium gravel, trace silt, 
dense, dry, 10YR8/3. SP 


S1 6PEA 
(22'-24') 


0.0 


25 


— 


|)- 30 


S-5 


30-32 


22-100/6" 


12 


very pale Prown fine to coarse SAND, 
little fine to medium gravel, trace silt, 
dense, dry, 10YR8/3. SP 


S16DFA 
(30'-32') 


0.0 


30 


— 


- 


















— 


— 


















— 



QGDEN 



BORING LOG 



BORING NO. MW-16 A 



PROJECT NAME 


: MMR 


LOCATION: Camp Edwards, MA SHEET 2 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 
















— 


— 40 


S-6 


40-42 


13-24-26-23 


12 


Light brown fine to coarse SAND, little 
fine to medium gravel, trace silt, very 


S16DGA 
(40'-42') 


0.0 


40 


— 










dense, dry, 2.5YR6/4. SP 




: 


— 45 
















45 — 


— 50 










Very pale brown fine to medium SAND, 


S16DHA 


0.0 


50—" 




S-7 


50-52 


11-8-6-7 


12 


little fine to medium gravel, trace silt, 


(50'-52') 




™* 










dense, dry, 10YR3/4. SP 






^^ 


- 
















"™ 


— 55 
















55 — 


- 
















"~~ 


- 
















— 


— 60 


S-8 


60-62 


22-17-22-23 


17 


very pale brown fine to medium SAND, 
little fine to medium gravel, trace silt, 


S16DIA 
(60'-62') 


•0.0 


60 — 


— 










dense, dry, 10YR3/4. SP 






— 


— 65 
















65 — 


- 
















— 


— 70 


S-9 


70-72 


42-37-39-47 


16 


very pale brown SAND, little fine to 
medium gravel, trace silt, very dense, 
dry, 10YR3/4. SP 


S16DJA 
(70'-72') 


0.0 


70 -^ 


- 
















— 


- 
















■- 



% OGDEN 



BORING LOG 



BORING NO. MW-16 



PROJECT NAME 


: MMR 


LOCATION: Camp Edwards, MA SHEET 3 OF: m 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow count 


Rec. 
(ft.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


I I | I I I I 

00 

o 


S-10 


80-82 


4-6-6-11 


3" 


Very pale Prown fine to medium SAND, 
gravel and silt, medium dense, dry, 
10YR3/4. SP 


S16DKA 


0.0 


I I I I | I I 

o 

CO 


"~ 


S-11 


82-84 


15-14-17-21 






(80'-84') 




■— 


— 85 
















85 


i 

r— 90 
















90 


^ 


C-1 


90-95 




5 


Yellowish Prown fine to coarse SAND, 
some silt and fine to coarse gravel, well 
graded, dry, 10YR5/6. SM 


S16DLA 
(90'-95') 


0.0 


^~ 


— 95 
















95 


- 


C-2 


95-102 




5 


Olive Prown fine to coarseSAND, well 
graded, 2.5Y4/4. SM 


S16DMA 
(95'-102') 


0.0 


— 


— 100 
















1CC 


— 105 


C-3 


102-110 




7 


Dark yellowish Prown SAND, some fines, 
poorly sorted to well graded, dry, 
10YR3/6. SP-SM 


S16DNA 
(102'-110') 


0.0 


105 


*-110 
















110 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-16 



t 



PROJECT NAME: MMR 



LOCATION: Camp Edwards, MA SHEET 4 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 

Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



.FID 



Depth 
(feet) 



C-4 



115- 

120 



■12C 



C-5 



120-12E 



— 125 



C-6 



125-13C 



■130 



C-7 



130-13! 



'135 



140 



— 145 



C-8 



135-15: 



— 150 



Dark yellowish brown fine to coarse 
SAND, some silt and gravel, 10YR4/4. sw 



S16DOA 

(115'-120') 



0.2 



120 — 



1.5 



Brown medium SAND, some fine and 
coarse sand, 7.5YR4/6. SM 



S16DPA 

(120'-125'J 



0.9 



125- 



Pale yellow fine SAND, some silt, dry, 
5Y7/3. SM 



3.5 



Olive brown fine to coarse SAND, little 
fine sand, moist, 2.5Y4/4. SP 



S16DQA 
(125'-130') 



S16DRA 
C16DAA 



0.7 



* 



130- 



2.4 



135- 



G16DBA 

(135'-140') 



0.9 



140- 



Light olive brown medium SAND, some 
fine sand, 2.5Y5/4. SM 



C16DCA 
(140M45') 



0.0 



18 



145- 



Olive brown medium to coarse sand, 
some gravel, 2.5YR4/4. SP 



150- 



% OGDEN 



BORING LOG 



BORING NO. MW-16 



PROJECT NAME: MMR LOCATION: Camp Edwards, MA SHEET 5 OF: 10 


Depth 


Samp. 


samp. 


Blow Count 


Rec. 


Description 


Lab Samp 


FID 


Depth 


(feet) 


NO. 


Depth 




(ft.) 




(Depth) 




(feet) 


— 
















— 


— 












C16DDA 




— 


— 160 










V 


(162'-166') 




160 


- 










Pale olive medium SAND, some fine sand 






— 


—165 


C-9 


155-175 




9 


and gravel, 5Y6/4. SP 




0.4 


165 


- 
















— 


§ 

1 — 170 
















170 


- 












G16DEA 

(172'-176') 




— 


— ■ 17S 
















175 












Olive fine sand and silt, 5Y5/3. SM 






— 180 














- 


180 




- 












C16DFA 




— 


—185 


C-10 


175-195 




15 


Olive yellow medium sand, trace silt 


(182'-186') 


on 


185 


- 










and fine sand, 2.5Y 6/6. SP 








B-190 
















190 












Olive brown medium SAND, some 






— 










gravel, trace fine sand, 2.5Y 4/4. sw 






~~ 


— 












016DOA 

(192'-196') 




■— ■ 



OGDEN 



BORING LOG 



BORING NO. MW-16 



PROJECT NAME: MMR LOCATION: Camp Edwards, MA SHEET 6 OF: 10 


Depth 
(feet) 


Samp. 

NO. 


samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


—200 
















200 


- 










Olive yellow medium SAND, some fine 


C16DHA 




— 


— 205 


C-11 


195-215 




14 


sand, 5Y 6/6. SM 


(202'-206') 


1.7 


205 


- 
















+ 


— 210 
















210— 














Olive yellow medium SAND, some 


















gravel, 5Y 6/6. SP 








^ 












C16DIA 




__ 


— 215 












(212'-216') 




215 




_ 










Dark yellowish brown fine to medium 






— 


- 










SAND, someday, 10YR 4/4. ml 






— 


— 220 

— 225 
















OOQ 


C-12 


215-235 




20 


Dark greenish gray medium SAND, 
some clay, 10YR4/1. sc 


No Sample 


0.0 


225 — 


— 230 
















230-^ 




- 










Brown medium SAND, trace silt, 






— 


- 










7.5YR5/6. SM 






w ^ m 


— 












NoSample 




" 



OGDEN 



BORING LOG 



BORING NO. MW16 



PROJECT NAME: MMR LOCATION: Camp Edwards, ma SHEET 7 OF: 10 


Depth 


Samp. 


Samp. 


Blow Count 


Rec. 


Description 


Lab Samp. 


FID 


Depth 


(feet) 


NO. 


Depth 




(ft.) 




(Depth) 




(feet) 


- 










Brown fine SAND, trace silt and clay, 






— - 


— 










10YR4/3. SC 






— 


— 240 
















240 




- 










Light olive brown fine to medium sand, 






— 


- 










some gravel, 2.5YR 5/6. SP 






— 


- 












No Sample 




— 


— 245 


C-13 


235- 255 




18 






5.0 


245 




Dark grayish brown fine SAND, trace 




r— 250 










silt, cohesive, 2.5Y 4/2. SM 






250 


— 255 












C16DJA 
(252'-256') 




255 




— 










Yellowish red medium to coarse SAND, 






— 


- 










some gravel, 10YR 5/6. SP 






— 


— 260 
















260 


- 










Yellowish brown medium to coarse 






— 


^~ 










sand, some gravel, 5YR 5/8. SP 


- 




^^ 


— 












G16DKA 




— 


— 265 
F-270 


C-14 


255-275 




18 




(262'-264*) 




265 

270 




Olive yellow fine SAND, trace clay, 






— 










cohesive, 2.5Y 6/6. SC 






^~ 


- 












C16DLA 
(272'-2761 




^~ 



OGDEN 



BORING LOG 



BORING NO. mw-16 



PROJECT NAME: MMR LOCATION: Camp Edwards, MA SHEET 8 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















__ 


— 280 










Pale olive well sorted, fine sand, 
cohesive, 5Y 6/4. SM 






280 


- 












NoSample 




— 


— 285 


C-15 


275-295 










1.5 


285 




- 










Brownish yellow medium to coarse 
SAND, some gravel, trace fine sand, 






— 


— 










10YR6/6. SP 






i 


— 290 
















290 j 










Olive fine SAND, some silt and clay, 






— 










5Y4/4. SC 






— 


_ 












C16DMA 




— 


— 295 












(292'-296') 




295 
















- 
















— 


— 300 










Light yellowish brown SILT, lenses of 






300 


— 










fine to mediumsand, 10Y6/4. SC 






— 














NoSample 




^~ 


— 305 


C-16 


9qc;.7l c; 










4.6 


305 












- 










Light yellowish brown mottled CLAY, 






310-^ 


— 310 










trace silt and fine sand, very dense, 






"" 










10YR6/4. ML 






_ 


: 












NoSample 




— 



QGDEN 



BORING LOG 



BORING NO. MW16 



PROJECT NAME: MMR LOCATION: Camp Edwards, MA SHEET 9 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 320 










Yellowish brown SILT, some clay, dense, 

10Y5/4. ML 






320 


— 












No Sample 




— 


— 325 


C-17 


315-335 




20 








325 — 


- 
















— 






9 










Gravel 






— 


— 330 
















330 










Yellowish red fine to mediumSAND, 






_ 










some silt, 10Y4/6. SP 






__ 


_ 












G16DNA 




_ 


— 335 












<332'-336') 




335 


— 340 
















340 


_ 










- 






__ 


— 345 


C-18 


335-355 




4 


Brown medium SAND, trace gravel, 
poorly graded, 7.5YR 4/6. SP 


G16DOA 

(345'-346') 




345 


^-350 
















350 


- 












G16DPA 

(352'-356') 




— 



OGDEN 



BORING LOG 



BORING NO. MW16 1 



PROJECT NAME: MMR LOCATION: Camp Edwards, MA SHEET 10 OF: 10 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 














2.8 


— 


_ 










Yellowish brown fine to coarse SAND, 






_ 


_ 










trace silt and gravel, well rounded, well 






_ 


— 360 










graded, moist, 10YR 5/6. sw 






360 


— 365 


C-19 


355-373 




20 




016DQA 
(362'-366) 


0.0 


365 












Olive brown fine to coarse SAND, trace 


















gravel and cobbles, angular, moist, 






: 


— 370 










2.5Y4/4. SW-SM 


No Sample 




370 — 


^ 




373- 












^^ 


— 375 




395 






BEDROCK, gray green Cranodiorite 






375 — 


- 
















— 


- 
















— 


- 
















— 


— 380 
















380 


- 












- • 




— 


— 385 
















385 — 


- 
















— 


- 
















— 


_ 
















— 


— 390 
















390-^* 


- 










End of boring 395 feet 






^~ 



OGDEN 



BORING LOG 



BORING NO. MW-17 



PROJECT NAME 


: MMR impact Area 


LOCATION: Cam P Edwards, MA SHEET 1 OF 


: : 10 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Sonic 


TOTAL DEPTH: 360 feet DATE STARTED: 8-12-97 DATE FINISHED: 8-26-97 


REMARKS: 












Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


- 


C-1 


0-5 




5 


Brown fine SILT, some sand, trace clay and 
organics, dry, very soft, 7.5YR4/2. ML 






— 




— 5 

> 

— 10 


C-2 
C-3 


5-10 
10-15 




5 
5 


Olive yellow SILT, some silt, occasional 
dry pockets, slightly moist, very soft, 
2.5Y6/. ML 


S17DAA 
(3.5') 


4.5 
0.0 


I I | I I I I | I I I I 

in o i 


Light olive brown silt, trace sana and clay, with 
fine to med. gravel, low to med. plasticity, soft, 
slightly moist, subrounded to rounded, 2.5Y5/4. MH 


Alternating yellowish red (5YR4/6)and 
gray (7.5YR6/1) clay, some silt, slightly 
mottled, medium plasticity. ML 


— 15 














0.0 


lb 


- 


C-4 


15-20 




5 




S17DBA 
(17.5') 


16.0 


— 


— 20 


C-5 


20-25 




5 


Pale Prown fine to coarse SAND, some 
fine to coarse gravel, trace silt, loose, 
slightly moist, suProurvded to rounded, 
moderately graded, 10YR6/3. sw 






20 


— 25 










Grading to SAND and GRAVEL, with few 
fines, pePPIes and Poulders, angular to 
rounded. 




0.0 


25 


P- 30 


C-6 


25-35 




5 








30 


- 
















— 


— 
















— 


- 














0.0 


— 



OGDEN 



BORING LOG 



BORING NO. MW-1>' 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 


10 


Depth 
(feet) 


Samp. 
No. 


Samp. 

Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 


C-7 


35-45 




10 


Brown fine to coarse SAND, with 
gravel, pebbles, boulders, trace silt, 
subangular to round, slightly moist, 
well graded, loose, 7.5YR4/2. sw 






40 


— 45 














0.0 


45 


Very pale brown very fine to fine SAND, slightly 
moist, poorly graded, very soft, 10YR7/4. SP 


— 50 

— 55 


C-8 


45-55 




7 


Brown fine to coarse SAND and 
GRAVEL, some pebbles, trace silt, well 
graded, subangular to well rounded, 
loose, 7.5YR4/2. SW 


S17DCA 
(53') 


9.6 


4f> 

50 — 

55 




- 


C-9 


55-60 




5 








— 


o in 

CO CO 

I I I I I I I I I I 


C-10 


60-65 




5 


Granite boulder from 59' to 63' 

Very fine to fine SAND, trace gravels, 
poorly graded, soft. SP 
grading to a light yellowish brown 
SAND, some silt, slight plasticity and 
cementaiton, 10YR6/4. 


- ■ 


0.0 
0.0 


cn o 
1 1 1 1 1 1 1 1 1 1 


— 70 


C-11 


65-75 




5 








70 H 


- 
















— 


- 
















— 


— 
















— 



OGDEN 



BORING LOG 



23 S 



BORING NO. MW-17 



PROJECT NAME: M MR impact Area LOCATION: Camp Edwards, MA SHEET 3 


OF: 


10 


Depth 
(feet) 


samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 

















— 


— 80 


C-12 


75-85 




8 


Light yellow brown fine to medium 
sand, trace fine to medium gravel, 
loose, poor to medium graded, 
subangularto rounded, moist, 
2.5Y6/4. SP 






80 


— 85 

















85 — 


1 

| — 90 


C-13 


85-95 




10 








90 — 


1 1 1 | 1 1 

CD 

Ln 










Dark yellowish brown SAND, some silt, 
angular to rounded, slight 
cementation, non-plastic, soft, 
10YR4/4. SM 







I I | I I I 

IT) 


— 100 


C-14 


95-105 










• 


100 


— 105 












- ' 





105 


P-110 


C-15 


105-115 




6 


Light gray GRAVEL, some silt and sand, 
well graded, loose, angular to round, 
10YR7/2. SW 




110 


- 

















— 



OGDEN 



BORING LOG 



BORING NO. MW-17 - 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


mm 














0.0 


"■ 


— 120 


C-16 


115-125 




10 


Light gray GRAVEL, some silt and sand, 
well graded, loose, angular to round, 
10YR7/2. SW 






120 














C17DAA 
















Very moist to wet at 123.5' 


(120'-125') 






— 125 














0.0 


125 




^ 










Light gray SAND, some silt and gravel, 






.T 


— 130 


C-17 


125-135 




10 


trace pebPles, moderate grading, 






130 — 


- 










angular to subrounded, loose, wet, 






— 


- 










10YR7/2. SW 


C17DBA 




— 


_ ^7r 












(130'-135') 




— 


— 135 
















135 


— 140 
















140 


- 










• 


C17DCA 




— 


— 












(140;-145') 




— 


— 145 


C-18 


135-155 




10 


Light yellowish brown SAND, trace 
gravel, moderate to well sorted, 






145 


— 










subrounded to rounded, loose, 






^ 


_ 










10YR6/4. SP 






— 


- 










grading to a fine to medium SAND 






— 


— 150 
















150-* 


- 












C17DDA 




— 


— 












(152-157') 







OGDEN 



BORING LOG 



BORING NO. MW-17 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 10 


Depth 
(feet) 


Samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


- 














0.0 


— 


— 160 
















160 


— 
















— 


_ 












C17DEA 
(162'-166') 






— 165 


C-19 


155-175 




15 


Light yellowish brown fine to medium 
SAND, trace fine to coarse gravel, 
poorly graded, dense, 10YR6/4. SP 






165 — 


P 

— 170 














0.0 


170 — 


_ 












G17DFA 
(172'-175) 




^^ m 


— 175 
















175 




— 180 










Light yellowish brown fine to 
medium sand, moderately dense, 

10YR6/4. SP 






180 


- 










- 


C17DCA 
(183/186') 




— 


— 185 


C-20 


175-195 












185 


F-190 
















190 — 


Pale olive SAND, some silt, trace gravel, 
subangularto rounded, loose, 5Y6/3. SM 


- 










Light yellowish brown fine to medium 
sand, medium dense, 10YR6/4. SP 


G17DHA 

(193'-196') 




— 



OGDEN 



BORING LOG 



BORING NO. MW-17 1 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 6 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 

(feet) 


- 
















— 


^ 














0.0 




— 200 
















200 














C17DIA 

(202'-206') 




— 


— 205 


C-21 


195-215 




18 


Light yellowish Prown fine to medium 
SAND, trace silt and gravel, poorly 
graded, medium dense, 10YR6/4. SP 






205 — 


— 210 














0.0 


i 

210 — 


_ 












C17DJA 

(Z13'-216') 




__ 


— 215 
















215 — 




— 220 
















220 — 


- 










- 


G17DKA 
(222;-227') 




— 


— 225 


C-22 


215-235 




18 


Light yellowish Prown fine to 
medium SAND, poorly graded, 
medium dense, 10YR6/4. SP 






225 — 


- 
















— 


- 
















— 


— 230 
















-4. 

230-JJ 


- 
















— 


- 
















— 


: 












017DLA 

(232'-236'l 




— 



.OGDEN 



BORING LOG 



BORING NO. MW-17 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, M A SHEET 7 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



240 



_245 



C-23 



235-255 



250 



— 255 



■260 



265 



C-24 



255-275 



J- 270 



20 



20 



Greenish gray fine SAND, some silt, 
non-plastic, medium to very dense, 
rapid dilatancy, Gley 1 5/1, SM 



7.0 



240- 



5.0 



C17DMA 
(242'-246'J 



245- 



Light yellowish brown fine to medium 
SAND, trace silt and gravel, poorly 
graded, medium dense, 2.5Y6/4. SP 



12.0 



250" 



C17DNA 
<252'-256') 



255' 



4.5 



260- 



Light yellowish brown (2.5Y6/4) and 
greenish gray (Gley 1 5/1) fine to 
medium SAND, trace silt, poorly 
graded, medium dense. SP 



017D0A 

(262'-266') 



265- 



270- 



C17DPA 
(272'-276'> 



OGDEN 



BORING LOG 



a a 



BORING NO. MW-1 




PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 8 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



280 



■ 285 



C-25 



275-295 



^290 



295 



■300 



C-26 



295-305 



305 



— 310 



C-27 



305-325 



20 



10 



20 



Orange brown fine SAND, trace silt, 
poorly graded, dense. SP 



Orange brown fine SAND, trace silt, 
poorly graded, dense. SP 



Yellowish brown SAND, with silt and 
fine gravel, subangular to rounded. 
SW-SM 



Olive SAND, some silt, poorly graded, 
rapid dilatancy, non-plastic, 5Y5/4. SM 



Fine to coarse sand, some silt, trace 
gravel, dense, subangular to rounded. 



Olive SILT, some sand trace fine to coarse gravel, 
subangular to rounded, very dry, cohesive, 5Y5/4. 



Olive gray fine to coarse SAND and 
SILT, some clay, trace fine to coarse 
gravel, subangular to rounded. 5Y5/2 



Fine to coarse SAND and SILT, some 
clay. SM 



Medium gray CLAY, trace fine to 
medium sand, dry to moist. SC 



0.0 



280- 



Yellowish brown SAND, with silt and fine gravel, 
subangular to rounded, 10YR5/8. SW-SM 



G17DQA 
(282-286') 



285- 



0.0 



290-^ 



* 



C17DRA 

(292'-300') 



295- 



0.0 



300- 



No Sample 



305- 



0.0 



310- 



No Sample 



.OGDEN 



BORING LOG 



BORING NO. MW-17 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 9 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



C-27 



305-335 



320 



325 



330 



335 



340 



C-28 



335-345 



345 



'-350 



20 



Medium gray CLAY, trace fine to 
medium sand, moderate plasticity, gley 
1 4/1 . SC 



0.0 



320- 



Olive gray SAND, some silt, with clay, 
moist, 5Y5/2. SM 



0.0 



G17DSA 
(322'-326'; 



325- 



0.0 



330- 



G17DTA 

(332'-336') 



Gravel, some sand, subangular to 
rounded, well graded, slight plasticity. 
GC 



335- 



0.0 



12 



340- 



No Sample 



Red GRANITE 



345- 



350- 



OGDEN 



BORING LOG 



S3 Ei 



BORING NO. MW-1 



• 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 10 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab SamcJ FID 
(Depth) 



Depth 
(feet) 



360 



■365 



— 370 



375 



—380 



385 



■390 



Red GRANITE 



End of boring 360 feet 



360- 



365- 



370- 



375- 



380- 



385' 



390- 



, OGDEN 



BORING LOG 



BORING NO. MW-18 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 1 OF: 8 
PROJECT NUMBER: 515000103 DRILLING COMPANY: Maher METHOD: Sonic 



TOTAL DEPTH: 500 feet 
REMARKS: 



DATE STARTED: 8-28-97 



DATE FINISHED: 9-8-97 



Depth 
(feet) 



Samp 
No. 



Samp 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



C-1 



10 



C-2 



15 



— 20 



C-5 



— 25 



- 30 



C-4 



0-5 



5-15 



15-25 



25-55 



10 



Dark yellowish brown organic SILT, 
10YR4/6, (B-Horizon). OL 



Yellowish brown SILT, trace pebbles, 
10YR5/6. OL 



S18DAA 
(0'-0.5') 

S18DBA 
(0.5'-2') 



Yellow brown fine to coarse SAND, 10YR5/6. SP-SM 



Pale yeliowfine to medium SAND, poorly 
graded, loose, moist, 2.5Y7/4. SP 



Yellowish brown SAND and GRAVEL, 
loose, moist, subrounded, 10YR5/6. sw 



Yellowish brown SILT, some gravel, cohesive 
friable, moist, subrounded, 10YR5/6. CM 



Pale yellow SAND and GRAVEL, well 
graded, subrounded, 2.5Y7/4. sw 



Brown and gray, mottled sand and 
GRAVEL, well graded, loose, moist, 
subangular to subrounded. sw 



Light brownish gray SAND and GRAVEL, some silt, 
trace pebbles 4", angular to subrounded, dry, 
2.5Y6/2. CM 



yellowish brown to gray SAND and 
GRAVEL, trace pebbles < 2", subrounded 



0.0 
0.0 



0.0 



10' 



15' 



0.0 



20' 



25' 



0.0 



50' 



OGDEN 



BORING LOG 



BORING NO. MW-1 £ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 2 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 




35-45 




9 


Light browish gray SAND and GRAVEL, 
trace pebbles <2", well graded, moist, 
loose, 2.5Y6/2. SW 




0.0 


40 


C-5 










- 












G18DAA 
(39-44) 




— 


— 45 
















45 


- 
















— 


- 
















i 


— 50 


C-6 


45-55 




9 








1 

50 


- 










saturated at 54 feet. 


■ 




— 


IT) 
I I I I I 










Light browish gray to mottled gray 
SAND and GRAVEL, trace pebbles <3", 
well graded, loose, 2.5YR6/2. sw 
grading to to sand and gravel, some 
silt. 


G18DCA 
(55-60) 


0.0 


55 — 


— 60 


C-7 


55-65 




10 








60 — 


— 65 
















65 — 


— 
















^^ 


— 70 


C-8 


65-75 




2 






0.0 


70 -^ 


— 












G18DDA 
(72-76) 




— 



OGDEN 



BORING LOG 



BORING NO. MW-18 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 8 



Depth 
(feet) 



Samp. 
No 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



— 85 



C-9 



75-95 



90 



95 



■100 



C-10 



95-105 



■105 



1-110 



C-13 



105-115 



0.0 



80 



20 



Light brown medium to coarse SAND, 
some fine to medium gravel max 
diameter 3", subangular to rounded, 
10YR6/3. SP 



018DEA 
(82'-86') 



0.0 



85 



90 



C18DFA 
(92'-96') 



95 



20 



0.0 



100- 



Light yellowish brown medium to 
coarse SAND, some fine to medium 
gravel maximum diameter 2", 
subangular to rounded, 2.5Y6/3. SP 



G18DGA 

(102'-106') 



105- 



0.0 



110- 



G18DHA 
(112-116') 



OGDEN 



BORING LOG 



BORING NO. MW-1 



• 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


- 










light yellowish brown medium to 
coarse SAND, trace fine gravel, 
subrounded, 2.5Y6/5. SP 




0.0 


— 


— 120 
















120 




— 125 


C-11 


115-135 




12 


Brownish yellow medium to coarse 
SAND, trace fine gravel, subrounded, 
10YR6/6. SP 


C18DIA 
<122'-126') 




125 


- 














0.0 


J 


— 150 

— 155 












C18DJA 
(132'-136') 


0.0 


150—^ 


light yellowish brown medium SAND, 
trace fine gravel, subrounded, 
2.5Y6/5. SP 


155 — 


light yellowish Drown medium to coarse 
SAND, trace fine gravel, subrounded, 

2.5Y6/3. SP 


Light pale brown medium to coarse 
SAND and very fine GRAVEL, 
subrounded, 10YR6/5. SP 


— 140 
— 145 
















140 

145 — 


C-12 


135-155 




15 


- 


G18DKA 

(142'-146 , > 




_ 










Pale brown fine to medium SAND, 
some very fine gravels, rounded to 
subrounded, 10YR6/5. SM 




0.0 


— 


— 150 
















150-^ 


- 












C18DLA 
(152'-156) 




— 



, OGDEN 

£3 22 SI S3 3 



BORING LOG 



BORING NO. MW-18 



PROJECT NAME: M MR impact Area LOCATION: Cam P Edwards, M A SHEET 5 OF: 8_ 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



160 



165 



C-13 



155-175 



170 



— 175 



■180 



185 



C-14 



175-195 



-190 



15 



17 



0.4 



16C 



Pale brown fine to medium SAND, 
very poorly graded, 10YR6/3. SP 



C18DMA 
(162'-166') 



165- 



0.0 



170" 



Very pale brown medium to coarse 
SAND and GRAVEL, trace pebbles, 
subangular to subrounded, 10YR7/3. 
SP 



G18DNA 
(172'-176") 



175" 



Pale yellow fine SAND, some medium 
sand, trace pebbles, subangular to 
subrounded, poorly to moderate 
sorted, 2.5Y7/4. SP 



0.0 



180- 



C18DOA 
(182'-186') 



Pale yellow, fine SAND, trace pebbles 
and gravel, subrounded to rounded, 
poorly to moderately graded, 5Y7/3. 
SP 



185' 



0.1 



190- 



Pale olive fine to very fine SAND, trace 
silt, dense, 5Y6/3. SM 



C18DPA 

(192'-196'1 



OGDEN 



BORING LOG 



BORING NO. MW-11 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 6 OF: 8 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



200 



205 



C-15 



195-215 



210 



215 



•220 



225 



C-16 



215-235 



230 



20 



16 



Very fine sand, some silt, poorly to 
moderately sorted, 5Y5/3. SM 



0.0 



20C 



very fine SAND and silt, trace clay 
seams, medium stiff, 5Y5/2. SM 



C18DQA 
(202'-206 , J 



205- 



0.0 



Medium SAND and GRAVEL, some clay 
throughout, loose, well sorted, 
7.5YR7/8. CM 



21 CD- 



Fine to medium SAND, trace pebles, 
subangular to rounded, well sorted, 
7.5YR6/3. SW 



G18DRA 
(212-216') 



215- 



0.0 



220- 



Light yellowish brown fine to medium 
sand, trace pebles and gravel, 
subangular to subrounded, well 
sorted, 2. 5Y6/4. sw 



C18DSA 
(222-226') 



225" 



0.0 



230" 



Yellowish brown fine to medium SAND, 
trace pebles and gravel, subangular to 
subrounded, well sorted, 10YR5/6. sw 



C18DTA 
(232'-236') 



% OGDEN 



BORING LOG 



BORING NO. MW-18 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 7 OF: 8 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



240 



245 



C-17 



235-255 



250 



255 



260 



265 



C-18 



255-275 



270 



0.0 



24( 



20 



light brown fine to medium sand, well 
sorted, 2.5Y6/2. SW 



G18DUA 
<242'-246') 



245- 



250- 



0.0 



C18DVA 
(252'-256') 



255' 



Light olive brown fine to coarse SAND, 
some gravel, well sorted, subrounded 
to rounded, 2.5YR5/6. sw 



0.0 



260- 



20 



Light yellowish brown fine sand, some 
medium sand, trace pebbles, rounded 
to subrounded, 2.5YR6/4. sw 



018DWA 

<262'-266') 



265- 



0.0 



270- 



Light yellowish brown fine to medium 
SAND, some gravel, trace pebbles, 
rounded to subrounded, 2.5YR6/4. sw 



C18DXA 

(272'-276') 



OGDEN 



BORING LOG 



BORING NO. MW-11 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 8 OF: 8 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



280 



C-19 



275-285 



285 



290 



C-18 



285-300 



295 



^300 



305 



■310 



Gray medium SAND, trace silt, moist, 
loose. SP 

grades to a medium to coarse SAND and 
GRAVEL, some Silt, 5YR5/4. SP-SM 



Fine SAND and SILT. SP-SM 



Fine to coarse SAND and SILT, some clay 
and gravel, well sorted, 5YR5/3. SP 



CLAY, very hard, dry, (weathered 
bedrock). CL 



BEDROCK, gray metamorphic, 
horizontal schistosity, occasional 
voids, possible recrystalization. 



End of boring 300 feet 



0.0 
0.0 

0.0 
0.0 



28C 



285- 



290- 



295- 



300- 



305- 



310- 



% OGDEN 



BORING LOG 



a S 



BORING NO. MW-19 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, MA SHEET 1 OF: 8 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Barber 



TOTAL DEPTH: 309 feet 
REMARKS: 



DATE STARTED: 8-21-97 



DATE FINISHED: 2-13-98 



Depth 
(feet) 



Samp 
No. 



Samp 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2 



— 5 



10 



S-1 



S-2 



10-1: 



12-14 



— 15 



— 20 



S-3 



20-22 



25 



30 



S-4 



30-32 



12-19-19-15 



13-16-16-18 



13-17-24-24 



20-30-35-40 



12 

12 



18 



15 



Dark brown organic fine to medium sand, little 
silt, trace clay, pieces of roots and rock, 
7.5YR2.5/3. SP 

Dark brown SILT, little fine to medium sand, trace 
clay, with pieces of wood and leaves. 



S19DAA 
(0'-0.5') 

S19DBA 
(0.5'-2') 



Very pale brown fine to coarse SAND, 
trace fine to medium gravel and silt, dry, 
medium dense, 10YR8/4. sw 



S19DCA 
(10'-14') 



Pale brown fine to coarse sand, little 
fine to medium gravel, trace silt, 
dense, dry, 10YR8/4. SP 



S19DDA 
(20"-22') 



Light yellowish brown SAND little fine to 
coarse gravel, trace silt, very dense, 

moist, 10YR6/4. SP 



S19DEA 
(30'-32') 



0.0 



10' 



0.0 



15' 



20- 



•o.o 



25' 



30' 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-1 




PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 


8 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 

(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 
















40 — 


— 


S-5 


40-42 


100/5" 





(Water Table at 41 feet) 








— 45 

— 50 


S-6 


42-44 


15-19-32-39 


1 
2 


Light browish brown fine to coarse 
sand, trace fine to medium gravel 
and silt, dense, wet, 10YR6/4. SP 

Pale brown medium to coarse SAND, 
trace fine gravel, subangular, poorly 
graded, loose, wet, 10YR6/3. SP 


S19DFA 
(42'-44') 

G19DAA 


0.0 


45 — 


Pale brown coarse sand, some fine to 
coarse gravel, subrounded, poorly 
graded, loose, wet, 10YR6/3. SP 


i 

50 — 


- 












(52') 






— 55 
















55 — 


— 60 










Grayish brown coarse SAND, trace fine 
to coarse gravel, subrounded, poorly 
graded, loose, wet, 10YR5/2. SP 






60 — 


I I | I I 

CT) 

cn 












G19DBA 
(64.5') 








65 — 


— 70 










Light yellowish brown medium to 
coarse SAND, trace fine gravel, 
subrounded, poorly sorted, loose, 
wet, 10YR6/4. SP 


G19DCA 
(72') 




70 — ' 


— 



















BORING LOG 



BORING NO. MW-19 



PROJECT NAME: MMR Impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 8 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


- 










Yellowish brown medium SAND, 






— 


— 










subrounded, loose, poorly graded, 






— 


— 80 










wet, 10YR5/4. SP 






80 


- 












G19DDA 




— 


— 85 












(84') 




85 


) 










Yellowish brown medium SAND, trace 
coarse sand, subrounded, loose, 






^^ 


— 90 










poorly graded, wet, 10YR5/4. sp 






90 


- 












C19DEA 
(92') 




— 




— 95 
















95 


- 










Yellowish brown medium sand, trace 
coarse gravel and silt, subrounded, 






— 












poorly graded, loose, wet, 10Y5/4. SP 








— 100 














• 


100 


— 105 












C19DFA 

(104') 




105 




— 










Yellowish brown medium sand, some 






— 


|. 










coarse gravel, trace silt, subrounded, 








* -110 










poorly graded, loose, wet, 10Y5/4. sw 






110 — 


_ 












G19DGA 






- 












(112') 




— 


— 
















— 



OGDEN 



BORING LOG 



■ ■ ■ 



BORING NO. MW-lg 



PROJECT NAME: MMR impact Area LOCATION: camp Edwards, MA SHEET 4 OF: 8 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lap Samp 
(Depth) 



FID 



Depth 
(feet) 



120 



125 



130 



— 135 



140 



— 145 



— 150 



Yellowish brown medium to coarse 
SAND, trace fine to coarse gravel, 
poorly graded subrounded, loose, 
wet, 10YR5/4. SP 



Yellowish brown medium SAND, with 
fine to coarse gravel, subrounded, 
loose, wet, poorly graded, 10YR6/3. 
SW 



C19DHA 

(124') 



C19DIA 
(132') 



C19DJA 
(144) 



G19DKA 

(152') 



120- 



125' 



130- 



135- 



140- 



145' 



150-1 



BORING LOG 



B a 



BORING NO. MW-19 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 8 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 










Yellowish brown fine to medium 






— 


— 160 










SAND, trace silt, poorly graded, 






-160 


- 










angular, loose, wet, 10YR5/4. sp 






— 


_ 
















__ 


165 












C19DLA 

(164') 




165 




- 
















— 


> 










Yellowish brown fine to medium 
SAND, trace silt, subangular, dense, 






— 


— 170 










wet, 10YR5/4. SP 






170 


- 












C19DMA 

(172') 




— 


— 175 
















175 — 


— 










Yellowish brown fine SAND, trace silt, 






— 


__ 










poorly graded, dense, wet, 2.5Y7/4. 






— 


— 










SP 






— 


— 180 
















180 


- 












C19DNA 




— 


185 












(184') 




185 


li 










Yellowish brown fine sand, some silt, 






— 


*-190 










poorly graded, dense, wet, 5Y7/3. SP- 






190 — 


— 










SM 






— 


_ 












C19DOA 




__ 


- 












(192') 




— 


— 
















— 



OGDEN 



BORING LOG 



M a 



BORING NO. MW-1 




PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 6 OF: 8 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



200 



205 



210 



215 



— 220 



225 



230 



Yellowish brown fine to medium 
SAND, trace silt, subrounded, poorly 
graded, dense, wet, 10YR5/4. sp 



C19DPA 
(204') 



Light yellowish brown fine SAND, 
some silt, dense, poorly graded, wet, 
10YR6/4. SP-SM 



G19DQA 
(212') 



Light olive brown fine SAND, some silt, 
dense, poorly graded, wet, 2.5YR5/4. 
SP-SM 



C19DRA 
(224') 



Light yellowish brown medium SAND, 
subrounded, poorly graded, loose, 
wet, 2.5Y6/2. SP 



C19DSA 
(232) 



20C 



205- 



210" 



215" 



220" 



225" 



230" 



BORING LOG 



E3 a 



BORING NO. MW-19 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 7 OF: 8 


Depth 
(feet) 


samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 240 










Light yellowish brown medium to 
coarse sand, subrounded, poorly 
graded, loose, 2.5Y6/4. SP 


G19DTA 

(244') 




240 


__245 














245 


| 










Light olive brown fine to medium sand 
poorly graded, loose, wet, subrounded, 
2.5YR5/3. SP 






-— 


— 250 
















250 


- 












C19DUA 

(252') 




— 




— 255 
















255 


— 260 










Light olive brown medium to coarse 
SAND, some gravel, poorly graded, 
subrounded, loose, 2.5Y5/6. SP 






260 


_265 










• 


C19DVA 

(264') 




265 




— 
















— 


- 
















— 


- 
















— 


| ( -270 










Light olive brown medium to coarse 
SAND, trace fine to coarse gravel, 
2.5Y5/3. SP 






270 — 


- 












G19DWA 

(272') 




— 



OGDEN 



BORING LOG 



BORING NO. MW-1 



• 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 8 OF: 8 



Depth 
(feet) 



Samp. 
l\lo. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



280 



■ 285 



•290 



295 



— 300 



305 



— 310 



Light olive brown fine to mediumSAND, 
trace fine gravel, poorly graded, 
subangular to subrounded, 2.5Y5/3. SP 



C19DXA 
(284') 



0.0 



0.0 



0.0 



0.0 



28( 



Light olive brown fine SAND, some silt, 
trace gravel, poorly graded, 2.5Y5/3. SP 



Coarse SAND and fine GRAVEL, 2.5Y5/3. SP-GP 



No Sampli 
(292') 



Fine to coarse GRAVEL, with cs. sand, 2.5Y3/6. GP 



Coarse GRAVEL, some coarse sand, 
poorly sorted. 



Dark greenish gray fine to coarse sand, 
some gravel, silt, and clay, rock 
fragments, gley 1 3/10. CM (Till) 



BEDROCK, granite. 



No Sample 
(306') 



End of boring 309 feet 



285- 



290- 



295- 



300- 



305- 



310- 



OGDEN 



BORING LOG 



s m 



BORING NO. 



MW-20 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, MA SHEET 1 OF: 3 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Sonic 



TOTAL DEPTH: 105 feet 
REMARKS: 



DATE STARTED: 9-25-97 



DATE FINISHED: 9-25-97 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp, 
(depth) 



FID 



Depth 
(feet) 



— 5 



10 



— 15 



20 



25 



30 



C-1 
C-2 

C-3 



C-4 



C-5 



C-6 



C-7 



C-8 



0-3 
3-5 

5-10 



10-15 



15-20 



20-25 



25-30 



30-35 



3 
1.5 



Olive brown SAND and SILT, well graded, dense, 
roots, 2.5Y4/4. SM-SW 



Light olive brown fine to medium sand 
and SILT, some gravel, well graded, 
subangular to subrounded, 2.5 Y5/5. SW 



Light olive brown, GRAVEL and SAND, some silt, 
subangular to rounded, 2. 5Y5/6. CW 



Fine to medium SAND and fine to coarse GRAVEL, 
some silt, well graded. SW 



Dark yellowish brown fine to medium 
SAND, some fine to coarse gravel, well 
sorted, 10YR4/6. SW 



Light olive brown fine to medium 
SAND, trace fine gravel, poorly sorted, 
2.5Y5/6 



Olive fine to coarse SAND, some fine to 
medium gravel, trace silt, well sorted, 
5Y5/4. SW-SP 



Brownish yellow fine to coarse SAND, 
some fine to medium gravel, trace silt, 
well sorted, 5Y5/4. SW-SP 



Strong brown fine to medium SAND, 
some fine to medium gravel, trace 
silt,subangular to subrounded, 
7.5YR4/6 



0.0 

0.0 

0.0 



10' 



0.0 



15 



0.0 



20 



0.0 



25 



0.0 



30 



0.0 



OGDEN 



BORING LOG 



53 m 



BORING NO. P.IW-2U 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 3 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 








• 


Dark yellowish brown fine to medium 
SAND, trace fine gravel, well sorted, 
subangular, 10YR4/4. sw 




0.0 
0.0 


— 


— 40 


C-9 


35-45 




10 








40 






Dark yellowish brown fine SAND and 
silt, trace gravel, well sorted, 

10YR4/4. SW 




0.0 


/15 
















15 
















0.0 




— 50 


C-10 


45-55 




7 


Red fine to medium sand and silt, 
some gravel, well sorted, subangular 
to angular, 2.5YR4/8. SW-CM 






i 

50 — 


— 














0.0 


— 


— 55 
















55 — 


- 


c-11 


55-60 






Olive fine to medium SAND and SILT, 
trace gravel, well sorted, subangular 
to angular, 5Y4/4. SW 


S20DFA 
(58') 


1.3 




— 60 
















60 


- 
















— 


- 










. 






— 


IT) ( 
CD 1 

1 1 l 1 1 1 1 


C-12 


60-70 






Olive fine to medium SAND and SILT, 
some fine gravel, loose, subrounded 
to rounded, 2.5Y5/6. SW 




0.0 


65 

70-^ 


— /u 
















- 










Olive SAND, some silt and fine gravel, 

2.5Y5/6. SW 




0.0 


— 


— 


C-13 


70-80 















OGDEN 



BORING LOG 



BORING NO. MW-20 





PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 3 


OF: 3 




Depth 
(feet) 


Samp. 
NO. 


Samp. 

Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 




















t 














Olive sand, some silt and fine 
gravel, 2.5Y5/6. SW 







— 




— 80 
















80 














? - 









— 
















__ 




— 85 


C-14 


80-90 




6 


Strong brown SAND, some silt and 
fine gravel, 7.5Y4/6. SW 






85 





















— 


I 


MM 

— 90 
















90 

























— 




















— 




— 95 


C-15 


90-100 




6 


Light red fine to coarse SAND, some 
fine gravel, trace silt, poorly sorted, 
10Y6/6. SP-SW 







95 




— 100 
















100 




— 105 


C-16 


100-105 




3 


Olive fine to coarse sand, some 
gravel, poorly sorted', moist, 5Y5/6. 
OP 


- • 















End of boring 105 feet 






105 


I 


|-110 
















110 



OGDEN 



BORING LOG 



BORING NO. 



MW-J 



PROJECT NAME: MMR impact Area LOCATION: camp Edwards, MA SHEET 1 OF: 10 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Sonic 



TOTAL DEPTH: 380 feet 
REMARKS: 



DATE STARTED: 9-10-97 



DATE FINISHED: 9-22-97 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



— 5 



10 



15 



20 



— 25 



30 



C-1 



C-2 



C-3 



C-4 



C-5 



C-6 



C-5 



0-5 



5-10 



10-15 



15-18 



18-21 



21-25 



25-35 



Medium brown SAND, with silt, well graded, no 
organics. SP-SM 



Light yellowish brown fine to coarse 
SAND and GRAVEL, rounded to well 
rounded, 2.5Y6/4. SW 



Dark and light brown mottled SAND, some gravel 



Light yellowish brown SAND, with gravel, 
rounded, well graded, 2.5Y6/4. SW 



Granite Boulder 



Light yellowish brown SAND and GRAVEL, 
subangular to roundecr, well graded, 

2.5Y6/4. SW 



Coarse SAND, with gravel, moist, poorly graded. SP 



Light brown fine SAND and SILT, with gravel. SW 



Yellowish brown SAND, with gravel, wel 
graded, well rounded, 10YR5/6. SW 



10 



Yellowish brown SAND and GRAVEL, well 
graded, grading to coarse sand, with 
gravel, moist, 2.5Y6/4. SW 



0.0 



0.0 



0.0 



10' 



0.0 



15' 



0.0 



20' 



0.0 



25' 



0.0 



30 — ^r 



0.0 



, OGDEN 



BORING LOG 



BORING NO. MW-21 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 10 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


— 40 


C-8 


J C - & 
55-40 

3 S-^IO 


O) 


5 


Fine to medium SAND and fine to 
medium GRAVEL, well sorted, 2.5Y5/4. sw 




0.0 

0.0 
0.0 


40 


Yellowish brown fine SAND and SILT, poorly 
qraded. moist 2.5Y6/4. sw 




SAND and SILT, with gravel, well graded, moist, 
iron staining. SW-SM 


C-9 


40-45 


W 


5 


Mottled light Prown to dark Prown 
very coarse SAND, with silt and gravel, 
well graded, very loose, iron staining. 
SP-SM 




0.0 


— 45 
















45 














0.0 


— 50 


C-10 


45-55 


w*\ 


10 


Mottled light Prown to gray Prown 
fine to medium SAND, with silt and 
fine to coarse gravel, poorly graded, 
suProunded to rounded, moist. SP- 
SM 




0.0 


50 


55- 
















— 














0.0 


55 


- 














0.0 


— 


— 60 


C-11 


55-65 




10 








60 


- 




S5- 70 


IA 




Mottled light yellowish gray fine to 
mediumSAND, with silt and fine to 
coarse gravel, poorly graded, moist, 
2.5Y6/4. SP-SM 


- • 


0.0 


— 


— 65 
















65 


i — 70 


C-12 


§5-79 


i 


5 






0.0 

0.0 


70 




C-13 


"7^ - ' 'S 
76-80 


M 


10 


Light yellowish Prown, fine SAND, 
with fine gravel and silt, poorly 
graded, moist, 2.5Y6/4. SP-SM 




0.0 


^ m 
















~ ■ 



OGDEN 



BORING LOG 



BORING NO. MW-r 



PROJECTNAME: MMR Impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 10 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



C-14 



80-85 



— 85 



90 



C-15 



85-95 



95 



C-16 



95-100 



— 100 



C-17 



100-105 



105 



— 110 



C-18 



105-115 



10 



Mottled yellowish brown to gray 
brown fine to medium SAND and SILT, 
with fine to coarse gravel, poorly 
graded, sp-sm 



Light yellowish brown and yellowish 
brown fine to mediumSAND, with silt 
and gravel, poorly graded, moist, 
10YR5/6. SP-SM 



Dark grayish brown sand and fine to 
medium GRAVEL, with silt, 
subrounded to well rounded, dry, 
2.5Y4/2. SW-SM grades to olive brown 
fine SAND and fine to medium 
GRAVEL, moist, well graded, 2.5Y4/3. 



Yellowish brown SAND and fine to 
medium GRAVEL, trace silt, subangular 
to subrounded, dry, 10YR5/4. SW-SM 



Light yellowish brown fine to medium SAND, 
with fine gravel, poorly graded, 2. 5Y6/4. SP 



Grayish brown fine ta coarse SAND 
and fine to coarse GRAVEL, with silt, 
well graded, subrounded, 2.5Y3/2. 
SW-SM 



Fine SAND and mediumGRAVEL, dry, 
2.5Y6/4. SP 



Gray mottled fine SAND and fine to 
medium GRAVEL, 2.5Y6/4. SP 



Yellowish brown medium to coarse 
SAND and GRAVEL, moist, rounded, 
10YR5/4. SP 



0.0 



0.0 



0.0 



0.0 



80 



85 



90 



95 



100- 



105- 



11 



0--I 



I OGDEN 



BORING LOG 



BORING NO. 



MW-21 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 



10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



120 



C-19 



115-125 



125 



C-20 



125-130 



— 130 



C-21 



130-135 



135 



C-22 



135-140 



— 140 



C-23 



140-145 



'145 



•150 



C-24 



145-155 



10 



10 



Light gray SAND, with silt and fine to 
medium gravel, well graded, 2.5Y6/2. 
SW-SM 



Mottled yellowish brown and dark gray 
sand, some silt and fine to coarse gravel 
well graded, moist, 2.5Y6/2. sw-sm 



Yellowish brown fine to coarse SAND 
and fine to coarse GRAVEL well graded, 
moist, angular to subrounded, 10YR5/4. 
sw 



Light brownish gray SAND, with silt and 
fine to medium gravel, Moist, well 
rounded, 10YR6/2. sw-SM 



Pale yellow SAND and fine gravel, well 
graded, rounded, 2.5Y7/3 



Olive yellow with gray mottled SAND, 
with silt and fine gravel, dry, well 
graded, 2.5Y6/4. sw-sm 



Light olive brown SAND and fine GRAVEL, some 
silt, rounded. 5Y6/2. SW-SM 



Light olive gray SILT, with fine gravel and coarse 
sand, dry, 5Y6/2. ML 



Light yellowish brown SAND and GRAVEL, 
well graded, subangular, 2.5Y6/4. SW 



sand and gravel, some silt, well graded, 
subangular to subrounded, moist. 



Light olive gray SILT, with gravel, some sand, 
subrounded. dv. 5Y6/2. ml. 



Light yellowish brown fine to medium sand and 
GRAVEL, subangular, well graded, dry, 2.5Y6/4. SW 



Light yellowish brown sand and GRAVEL, well 
graded, dry, angular to subangular, 2.5Y6/4. SW 



Light brownish gray silt and GRAVEL, some sand, 
well graded, angular to subangular, 2.5Y6/2. ML 



Light yellowish brown SAND and fine 
GRAVEL, well graded, dry, subrounded, 

lOOSe, 2.5Y6/4. SW 



Pale yellow SAND and GRAVEL, some silt, well 
graded, dry, 2.5Y7/4. SW-SM 



0.0 



0.0 



0.0 



0.0 



0.0 



0.0 



0.0 
0.0 

0.0 
0.0 



120 



125- 



130- 



135- 



140' 



145 



150' 



OGDEN 



BORING LOG 



BORING NO. MW-2; 



PROJECT NAME: MMR Impact Area LOCATION: CarT| P Edwards, M A SHEET 5 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



C-25 



155-160 



160 



165 



C-26 



160-170 



170 



C-27 



170-175 



175 



■180 



185 



C-28 



■190 



175-195 



10 



Olive gray sand, with gravel, some silt, well 
graded, subangular, dry, 5Y4/3. SW-SM 



Cray SILT, with gravel, some sand, subangular, dry 

5Y6/1. SM-MI 



SAND and GRAVEL, well graded, subangular, 
moist, 2.5Y5/2. SW 



Pale yellow SILT and GRAVEL, some sand, graded, 
s_bangu]ar_dr_ 5Y7/4. ml _______ 

Olive silt and gravel, some sand, 
subangular, 5Y5/3. ML 



Yellowish brown medium SAND, with 
medium gravel, poorly graded, moist, 
2.5Y6/4. SP 



Pale olive medium SAND, with medium 
gravel, some silt, poorly graded, dry, 

subangular, 2.5Y6/4. SP-SM 
Granite boulder at 170' 
water table at 172' 



Light yellowish brown medium to coarse 
SAND, with medium gravel, poorly sorted, 
angular to subrounded, 2. 5Y6/4. SP 
wet at 173" 



C21DAA 

<172'-176') 



Olive brown SAND and SILT, with fine to medium 
gravel, well graded, subangular to angular, 
2.5Y4/3. SW-SM 



Olive yellow SAND, with fine to medium 
gravel, well graded, subangular, 
2.5Y6/6. sw 



C21DBA 
(182-186') 



Light yellowish brown coarse SAND, 
with fine to medium gravel, poorly 
graded, subangular, loose, 2.5Y6/4. SP 



C21DCA 
(192-196) 



0.0 



160 



0.0 



165- 



0.0 



170- 



175- 



0.0 



0.0 



0.0 



180' 



185 



190— < 



k OGDEN 



BORING LOG 



BORING NO. MW-21 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 6 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp. 
(Depth) 



FID 



Depth 
(feet) 



— 200 



205 



C-29 



195-215 



210 



— 215 



220 



225 



C-30 



215-235 



'-230 



0.0 



200 



18 



Light yellowish brown SAND, with fine 
to medium gravel, poorly graded, 
wet, iron stained, loose, 10YR 6/4. sp 



C21DDA 
(202'-206'l 



205- 



0.0 



210" 



C21DEA 

(212'-216') 



0.0 



215" 



Light yellowish brown SAND, with fine 
to medium gravel, some silt, poorly 
graded, loose, wet, 2.5Y 6/3. sp-sm 



220- 



C21DFA 

(22T-225) 



18 



225' 



Light yellowish brown coarseSAND, 
some fine to medium gravel, poorly 
graded, subangular, moist towet, 
2.5Y6/4. SP 



0.0 



230- 



No Sample 



OGDEN 



BORING LOG 



BORING NO. MW-2^ 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 7 QF: 10 



Depth 
(feet) 



Samp. 
NO. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab SampJ FID 
(Depth) 



Depth 
(feet) 



240 



— 245 



C-31 



235-255 



250 



255 



■260 



__265 



C-52 



255-275 



•270 



0.0 



Light yellowish brown medium SAND 
and GRAVEL, dense, moist, subrounded, 
2.5Y6/4, SP 



240 



15 



C21DHA 
(242'-246') 



245- 



0.0 



Light yellowish brown SAND, some 
silt, moist to wet, 2.5Y6/4. SP-SM 



250 1 



C21DIA 

(252'-255') 



255' 



Light yellowish brown SILT, some 
sand, trace clay, dense, moist, 5Y6/3. 
ML 



0.0 



260- 



Light yellowish brown fine SAND, some 
silt, dense, moist, 2.5Y 6/4. SP 



265" 



0.0 



C21DJA 
(264-270) 



Light yellowish brown fineto coarse 
sand, with silt and medium gravel, wel 
graded, loose, well rounded, moist, 
2.5Y6/3. SW-SM 



270" 



Dark greenish brown SILT, with fine to coarse 
sand, some clay, moist, very hard, 2.5Y4/2. ML 



G21DKA 
(272'-277') 



OGDEN 



BORING LOG 



BORING NO. MW-21 





PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 8 OF: 10 




Depth 
(feet) 


Samp. 
NO. 


samp. 
Depth 


Blow Count 


Rec. 

(ft.) 


Description 


Lab Samp, 
(Depth) 


FID 


Depth 
(feet) 




— 










Dark greenish brown SILT, with fine to coarse 
sand, some clay, moist, very hard, 2.5Y4/2. ML 




0.0 


— 








— 280 
















280 






C-33 


275-28S 




14 


Dark gray CLAY, trace sand, stiff, 
moderate plasticity, moist to dry, 5Y4/1. 
CL/MH 


No Sample 


0.0 


— 




— 285 
















285 — 


1 


— 290 


C-34 














290 




— 295 


275-289 




6 


Yellowish brown to light ollive brown 
fine to medium SAND, poorly graded, 
moist, loose, 10YR5/8 t02.5Y5/6. SP 


G21DMA 
(292'-296') 




295 








— 300 










Yellowish brown fine SAND, trace silt, 
poorly graded, moist, medium dense, 
2.5Y6/3. SP 






300 




— 305 


C-35 


295-315 




18 




G21DNA 

(302'-306') 




305 














Olive SAND, trace silt, well graded, 
loose, wet, massive, 5Y5/3. SW 






— 


1 


|-310 
















310 














Dark gray CLAY, some sand, trace silt, 
high plasticity, very stiff, 5Y4/1. CL-MH 


No Sample 


0.0 


— 



OGDEN 



BORING LOG 



BORING NO. MW-2^ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



320 



C-36 



315-325 



325 



330 



— 335 



C-37 



325-345 



'340 



— 345 



— 350 



C-38 



345-365 



0.0 



10 



Dark gray CLAY, some sand, trace silt, 
high plasticity, very stiff, 5Y4/1. CL-MH 



320— 



No Sample 



325- 



0.0 



Yellowish brown to olive very fine to 
medium SAND, poorly graded, loose, 
10YR5/6tO 5Y5/3. SP 



330- 



0.0 



335- 



Dark gray SAND, trace silt and fine to 
medium gravel, angular to subangular, 
very dense, cohesive, 5Y4/1. SP-SM 



C21DQA 
(335-340') 



340" 



0.0 



No Sample 



345- 



0.0 



Dark gray fine to medium SAND, some 
silt, wet, very hard, 5Y4/1. SP-SM 



0.0 



350—. 



Dark gray SAND, some silt, trace gravel, 
moist and dry zones, 5Y4/1. SP-SM 



No Sample 



, OGDEN 



BORING LOG 



BORING NO. MW-21 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, ma SHEET 10 OF: 10 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



'360 



C-38 



345-365 



■365 



■370 



C-39 



365-380 



'375 



— 380 



385 



-390 



Dark gray SAND, some silt, trace gravel, 
moist and dry zones. SP-SM 



0.0 



36C 



Bedrock, ouarts diorite 



End of boring 380 feet 



No water 



365- 



370- 



375- 



380- 



385- 



390- 



OGDEN 



BORING LOG 



BORING NO. MW-2 



• 



PROJECT NAME 


: mmr impact Area 


LOCATION: Cam P Edwards, MA SHEET 1 OF 


; 5 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Sonic 


TOTAL DEPTH: 185 feet DATE STARTED: 9-23-97 DATE FINISHED: 9-24-97 


REMARKS 












Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(depth) 


FID 


Depth 
(feet) 


I | I I I I 

en 


C-1 


0-5 




5 


Fine SAND, with silt, organic material. SM 




0.0 

0.0 


I I I I | I 

LO 


Yellowish brown fine to medium SAND, 
with fine to coarse gravel, poorly 
graded, 10YR5/6. SP 














0.0 


^ m 


C-2 


~5^r0 




5 








^^ 


— 10 
















• 

10 j 


— 














0.0 


— 


~ 


C-3 


10-15 




5 




• 




^~ 


I I I I I 

en 










Light yellowish brown fine to medium 
SAND, some fine to medium gravel, 
subangular to subrounded, moist, loose, 
2.5Y6/4. SP 




0.0 


15 — 


— 20 


C-4 


-V5-25 




10 








20 — 


— 25 










- 


- • 


0.0 


25 — 
















— 














0.0 


^ 


™ 
















•~ 


— 30 


C-5 


25-35 




10 


brownish yellow fine to medium SAND, 
some fine to medium gravel, 
subangular to subrounded, moist, loose 
10YR6/8. SP 




0.0 


30-^ 


- 
















— 


- 
















— 



»OGDEN 



BORING LOG 



BORING NO. MW-22 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, M A SHEET 2 OF: 5_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



C-6 



— 40 



C-7 



— 45 



50 



C-8 



55 



C-9 



— 60 



C-10 



— 65 



- 70 



C-11 



35-41 



41-45 



45-55 



55-62 



62-68 



68-75 



10 



sand and GRAVEL, some silt, dry. SP-SM 



Yellowish brown fine to medium 
sand, trace silt and fine gravel, moist, 
2.5Y6/4. SP 



Fine to medium SAND, trace fine gravel and silt, 
angular. SP-SM 



Olive brown fine to coarse SAND, with gravel, 
moist, subrounded, poorly graded, 2.5Y4/3. SP 



Light yellowish brown fine to 
medium SAND, some fine to medium 
gravel, poorly graded, subrounded, 
moist, loose, 2.5Y6/4. sw 



Olive brown fine to coarse SAND, with fine to 
medium gravel and silt, moist to dry, subangular 
to angular, 2.5Y4/4. SP-SM 



Light yellowish brown fine to coarse 
SAND, with fine gravel, poorly graded, 
moist, subrounded, 2.5Y6/4. SP 



Olive brown fine to medium SAND with fine 
gravel and silt, subangular to subrounded, 
2.5Y4/4. SP-SM 



Light yellowish brown medium SAND, 
with fine to coarse gravel, moist, 
subrounded to rounded, poorly 
graded, loose, 2.5Y6/4. SP 



Light olive brown fine to medium sand, with silt 
and fine to coarse gravel, poorly graded, 
subrounded, moist, loose, 2.5Y5/4. SP-SM 



Light yellowish brown fine to medium 
SAND, with fine to coarse gravel, moist, 
loose, 2.5Y6/4. SP 



Light olive brown fine to coarse SAND, 
with silt and fine to coarse gravel, moist, 
loose, subrounded, 2.5Y5/4. SW-SM 



0.0 

0.0 

0.0 
0.0 
0.0 

0.0 



0.0 



0.0 



0.0 



■0.0 



0.0 



0.0 



0.0 



0.0 



40 



45 



50 



55 



60 



65 



70 



OGDEN 



BORING LOG 



53 g 



BORING NO. MW-2^ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 5 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



C-12 



75-85 



— 85 



90 



C-13 



85-95 



— 95 



^100 



C-14 



95-105 



— 105 



110 



C-15 



105-115 



10 



10 



10 



10 



Light olive brown fine to coarse sand, 
with silt and fine to medium gravel, 
moist, loose, subrounded, well 
graded, 2.5Y6/4. sw-SM 



Olive brown fine to medium SAND, with 
silt and fine to mediumgravel, 
subangular, dry to moist, 2.5Y4/4. SP-SM 



Light yellowish brown fine to 
medium SAND, with fine to medium 
gravel, subrounded to rounded, dry, 
poorly graded, dense, 2.5Y6/4. SP 



Brown SAND and fine to medium 
GRAVEL, some silt, angular to 
subangular, dry, dense, 10YR4/3. SP- 
SM 



Light yellowish brown fine to coarse 
SAND, with fine to coarse gravel, trace 
silt, well graded, dry, angular to 
subangular, 2.5Y6/4. sw 



S22.DJA 
(103') 



Light olive brown SAND and SILT, with 
gravel, well graded, dry, subangular 
to subrounded, 2.5Y5/3. SW-SM 



80 



85 



90 



95 



100- 



15 



105- 



110—' 



,OGDEN 



BORING LOG 



BORING NO. MW-22 





PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 5 




Depth 
(feet) 


Samp. 
NO. 


samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


















0.0 


_ 














Light olive brown sand and SILT, with 
gravel, well graded, dr/, subangular 
tosubrounded, 2.5Y5/3. sw-sm 






— 




— 120 


C-16 


115-125 




10 






0.0 


120 








— 125 

i 

— 130 










Light yellowish brown sand and fine 
gravel, trace pebbles, well graded, 
dry, well rounded, 2.5Y6/4. sw 






: 




C-17 


125-130 




5 


Olive brown SAND, with silt and fine to medium 
gravel, subangular to angular, dry, 2.5Y4/4. sp- 

SM 




0.0 
0.0 


125 — 

130 


1 


Light yellowish brown SAND, with fine 
gravel, subangular, dry, well graded, 
2.5Y6/4 








— 135 










Light olive brown sand, with silt and 
fine to medium gravel, well graded, 
dry, 2.5Y5/4. SW-SM 




0.0 


— 
















0.0 


135 






C-18 


130-145 




14 








— 




— 140 










Light yellowish brown sand, with fine 
gravel, well rounded to subrounded, 
dry, well graded, 2.5Y6/4. SW 






140 




— 145 
















145 


















0.0 


— 


















0.0 


— 




Light yellowish brown SAND, with fine gravel, 
some silt, well graded, dry, 2.5Y6/3. SW 


P-150 


C-19 


145-155 




10 






0.0 


150 














Light yellowish brown SAND and fine to 
coarse GRAVEL, dry, well graded, 
2.5Y6/4. SW 






— 




















— 



QGDEN 



BORING LOG 



re* I lia 



BORING NO. MW-2§ 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 5 OF: 5 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 160 


C-20 


155-165 




10 


Olive brown fine to medium SAND, with 
pebbles, moist, subangular to subrounded, 
2.5Y4/4. SP 




0.0 
0.0 

0.0 


160 


Light yellowish brown SAND with fine to 
medium gravel, some silt, dry, well rounded, 
2.5Y6/4 SP-SM 




165 






- 




Light yellowish brown SAND with fine 
to medium gravel, subangular to 
subrounded, 2. 5Y6/4. SW 






165 




C-21 


165-17C 




5 








1 

170 — 


— 170 










Yellowish brown SAND, with fine 
gravel, some silt, poorly graded, 
subrounded, moist, 10YR5/4. SP-SM 




0.0 


— 175 














0.0 


175 




- 


C-20 


170-185 




10 








— 


— 180 










Light yellowish SAND, with gravel, well 
graded, subrounded, moist, loose, 
2.5Y6/4. SW 






180 — 


185 














0.0 


185 — 










End of boring 185 feet 


— 190 
















190-0 


- 












C10B 
(193'-197') 




— 



.OGDEN 



BORING LOG 



BORING NO. MW-23 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, MA SHEET 1 OF: 9 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Sonic 



TOTAL DEPTH: 326 feet 



DATE STARTED: 7-21-97 



DATE FINISHED: 7-29-97 



REMARKS: New FID @ 45'- 55' 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



C-1 



0-5 



— 5 

» 

I— 10 



C-2 



5-10 



C-3 



10-15 



15 



— 20 



C-4 



15-25 



25 



- 30 



C-5 



25-35 



U 



Yellow-orange loose medium sand, 
some gravel, max diameter 2", trace silt, 
small gravel. 6" lens of light brown fine 
sand at 3.5' to 4'. SP 



Yellow-orange loose fine to medium 
SAND, trace gravel, max diameter 1 "-2", 
trace silt, silt cap on gravel pebbles 
(angular to subrounded). SP 



0.0 



0.0 



10- 



0.0 



15' 



0.1 



20' 



25' 



0.1 



30- 



OGDEN 



BORING LOG 



BORING NO. MW-2* 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 9 


Depth 


Samp. 


Samp. 


Blow Count 


Rec. 


Description 


Lap Samp 


FID 


Depth 


(feet) 


NO. 


Depth 




(in.) 




(Depth) 




(feet) 


— 40 


C-6 


35-45 






Light browish gray fine to medium 


S23DFA 


10 


40 


wmt 










SAND, some gravel. SP 


(35-45) 




mm 


— 45 
















45 


— 
















— 


- 
















— 


- 
















> 


— 50 


C-7 


45-55 






Light browish gray fine to medium 







50 


_ 










Sand, some fine to medium gravel. 






— 


- 










Sand is well sorted. SP 


- 




— 


— 55 
















55 


— 60 


C-8 


55-65 






Light browish gray fine to medium 







60 


— 










SAND, some fine to medium gravel. 






— 


- 










Sand is well sorted. SP 






— 


— 65 
















65 — 


- 
















— 


- 
















— 


- 










Light browish gray fine to medium 








— 70 


C-8 


65-75 






SAND, some fine to medium gravel. 


S23DIA 


80.8 


70-i 


- 










Sand is well sorted. Color change to 


(65-75) 




— 












brown/gray from 68'-69' and more 






— 


_ 










fines. SP 






— 


- 
















■" 



» OGDEN 



BORING LOG 



BORING NO. 



MW-23 



PROJECT NAME: MMR Impact Area LOCATION: Cam P Edwards, M A SHEET 5 OF: 9_ 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



80 



C-10 



75-85 



85 



90 



C-11 



85-95 



95 



100 



C-12 



95-105 



— 105 



-110 



C-13 



m5-445 



Fine to medium SAND, some coarse 
Sand and gravel (75'-77') SP 
Light brown-gray dense fine SAND, 
cohesive (77'-78'). 8" cobble at 79' SP 



Very light brown-tan well sorted 
medium SAND, some coarse sand (79' 
81') SW 

Light brown sorted and loose 
medium to coarse SAND, some some 
gravel max diameter 3" (79'-8l') SW 



Light browish gray fine to medium 
Sand, some fine to medium gravel. 
Sand is well sorted. SP 



Light brown loose SAND and Gravel, 
rounded. GP 



Light brown-yellow loose medium 
SAND, some gravel maximum 
diameter 1", trace fine sand. SW 



80 



85 



90 



95 



100- 



105' 



110- 



OGDEN 



BORING LOG 



BORING NO. MW-2f 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 9 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 
















— 


— 120 


C-14 


115-125 






Light brown yellow medium sand, 
trace gravel and fines SP 







120 — 


— 125 

— 130 


C-15 


125-135 






water at 126 feet 







125 — 

<* 

130 — 


Light gray brown medium to coarse 
(quartz) SAND, trace gravel (rounded 
to subrounded) 2" diameter. 2.5Y 7/2. 
SP 


— 135 










Light gray brown fine to medium SAND with 
very little gravel or fines. 2.5Y 7/2. SP 






«I 




— 140 


C-16 


135-145 













140 


— 145 










Light brown gray medium SAND with 
little Gravel and trace cobbles (200 
mm), rounded to subrounded. SP 


C23DAA 
(143'-146') 




145 


— 150 


C-17 












o 


150— r 


145-155 






Light brown fine to medium SAND, 
prorly graded, rounded to 
subrounded. 7.5YR6/3SP 


G23DBA 
(152-155') 







OGDEN 



BORING LOG 



BORING NO. MW-23 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, MA SHEET 5 OF: 9 



Depth 
(feet) 



160 



165 



170 



175 



— 180 



185 



samp. 
No. 



C-17 



C-18 



samp. 
Depth 



155-175 



175-195 



■190 



Blow Count 



Rec. 
(in.) 



Description 



Light brown fine to medium SAND 
(quartz), poorly graded, rounded to 
subrounded. 7/5YR 6/3 (160-161' - 
minor cementation of fine grained 
sands, very loose sands). SP 



Light brown/gray fine to medium, 
poorly graded, loose sand, some fine 
and course gravel, trace very small 
cobbles, rounded to subrounded, 
10YR6/2. SP 



Lab Samp 
(Depth) 



C25DCA 

:i63'-166') 



C25DDA 
(173'-176 , J 



C23DEA 
(183'-186') 



G23DFA 

(193'-196'1 



FID 



Depth 
(feet) 



16C 



165- 



170- 



175- 



180 



185- 



19C 



OGDEN 



BORING LOG 



BORING NO. MW-2 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 6 OF: 9 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



200 



_205 



C-19 



195-215 



— 210 



215 



■220 



_225 



C-20 



215-235 



■230 



200. 



18 



pale Prown fine to medium, very 
loose, poorly graded SAND, some fine 
to course gravel, rounded to 
suProunded. 10YR6/3SP 
grading to 

pale Prown fine, poorly sorted SAND, 
trace fine gravels 10YR6/3SP 



C23DGA 
<203'-206') 



205. 



210- 



C23DHA 
(212-215') 



215- 



220 



10 



pale Prown, fine to medium, poorly 
sorted, very loose SAND, trace fine 
and course gravel 10YR6/3SP 



C23DIA 
(223'-226') 



20 



22! 



230- 



C23DJA 
<233'-236') 



OGDEN 



BORING LOG 



BORING NO. MW-23 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, MA SHEET 7 OF: 9 



Depth 
(feet) 



— 240 



_245 



250 



— 255 



■260 



265 



-270 



Samp. 
No. 



C-21 



C-22 



Samp. 
Depth 



235-255 



255-275 



Blow Count 



Rec. 
(ft.) 



13 



Description 



Pale brown very fine to fine uniform, 
Joqse,_SAND,_1_0_YR/6/3 x SP_ _ 



Pale brown fine to medium, poorly graded 
sand, trace fine to coarse gravel, SP 



Yellowish brown SILT, some sand, trace gravel, 
cohesive, 10.5YR 6/3. ML 



Light yellowish brown, fine to medium, 
poorly graded SAND, trace fine to coarse 
gravel, subrounded to rounded, 10.5 YR 
6/4. SP 



Dark brown, fine to medium SAND, some silt, 
trace gravel, very loose, subrounded to 
rounded. 7.5YR 3/2. SM 



Light yellowish brown, fine to 
medium, poorly graded SAND, 10.5 YR 
6/4 SP 



Pale brown, fine to medium, poorly 
graded sand, some fine to coarse gravel 
rounded to subrounded, 10 YR 6/3. SP 



Lab Samp 
(Depth) 



G23DKA 
(243'-246*) 



C23DLA 

(253'-256') 



C23DMA 

(263'-266') 



C23DNA 
(273'-276') 



FID 



2.5 



2.3 



Depth 
(feet) 



240 



24! 



250 



25! 



260- 



265- 



270- 



OGDEN 



BORING LOG 



BORING NO. MW-2f 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 8 OF: 9 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(ft.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



28C 



■285 



C-23 



■290 



295 



■300 



C-24 



305 



C-25 



■310 



275-295 



295-307 



307-311 



C-26 



311-316 



12 



Dark greenish gray, fine to medium SAND, some 
gravel, poorly graded, subrounded to rounded. 
SP 



SILT, some sand and clay, low 
plasticity, medium stiff to stiff, 
grading to very fine sand, some silt 
and clay, glay 2 4/1. CL/SC 



No Sample 



Light olive gray very fine to fine 
sand, some silt, poorly graded, 
rounded to subrounded, medium 
dense to dense, SY 6/2. SP 



C23DOA 
(293'-296') 



Dark greenish gray SILT, trace sand and 
clay, slight plasticity, very stiff to hard, 
Gley2 4/1. ML 



Dark greenish gray fine to medium 
SAND, some fine to coarse gravel, trace 
clay and silt, subangular to subrounded, 
dense to very dense, Cley 2 4/1. SP 



No Sample 



Dark greenish gray fine to medium SAND, 
some silt, rounded to subrounded, dense 
to very dense, Cley 2 4/1. SP 



No Sample 



BEDROCk, meta granite, slight gneissic 
layering 



28C 



285' 



290 — 



295- 



300- 



30E 



310 



-f 



OGDEN 



BORING LOG 



BORING NO. MW-23 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 9 OF: 9 


Depth 
(feet) 


samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(ft.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


__ 
















— 


— 


C-27 


316-318 




0.5 








— 


— 
















— 


^ 
















__ 


— 32C 


C-28 


318-321 






BEDROCK, meta granite, slight gneissic 






320 


— 










layering 






— 


- 


C-29 


321-326 




2.25 








— 


— 325 
















325 


— 










END OF BORING 326 FEET 






— 


i 
















-— 


— 330 
















330 


- 
















— 


— 335 
















335 


— 340 














• 


340 


— 345 












- 




345 


- 
















— 


J)- 350 
















350 — 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-24 



PROJECT NAME 


: mmr impact Area 


LOCATION: Camp Edwards, MA SHEET 1 OF: 1 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Auger 


TOTAL DEPTH: 


16.25' D; 


MEi 


STARTED: 10/16/97 DATE FINISHED: 10/16/97 


REMARKS 












Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


- 
















— 


— 5 


S-1 


6-8 


7-12-14-15 


12 


Yellow fine to medium SAND, some 


S24DCA 


6.0 


5 


- 










gravel, 10Y7/6. sw 


(6'-8') 




— 


- 
















^i 


— 10 
















10—' 


— 15 
















15 — 


- 










End of Boring 16.25 feet 






— 


— 20 














• 


20 


— 25 
















25 — 


— 30 
















30-5 


- 
















— 


- 
















— 


— 
















— 



OGDEN 



BORING LOG 



m zi 



BORING NO. 



MW-25 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 1 OF: 4 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Barber 



TOTAL DEPTH: 122 feet 
REMARKS: 



DATE STARTED: 9-19-97 



DATE FINISHED: 9-23-97 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp, 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2.0 



— 10 



S-1 



S-2 



— 15 



20 



S-3 



S-4 



25 



- 30 



S-5 



10-12 



12-14 



20-22 



22-24 



30-32 



6-8-100/2" 



12-15-22-22 



3-6-11-12 



10-20-20-20 



18-40-32-100/4" 



12 



14 



2 
18 



20 



Dark brown SILT, little clay, trace fine 
sand, roots, 7.5YR2.5/3. OL 



S25DAA 

(0'-0.5') 

S25DBA 

d.5'-2.0') 



0.5 



10' 



Very pale brown fine to coarse sand, 
little silt, trace fine to coarse gravel, 
medium dense, dry, very dense, 10YR 
7/4. SP 



S25DCA 
(10'-14') 



0.0 



15' 



20" 



Pale yellow fine to coarse sand, trace 
fine gravel and silt, dense, dry, 2.5Y 7/4. 
sw 



S25DDA 
(20'-24') 



0.0 



25' 



Pale yellow fine to coarse SAND, little silt, 
trace fine gravel, very dense, dry, 
2.5Y7/4. SP 



S25DEA 
(30'-32') 



30" 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-ji 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 4 


Depth 
(feet) 


Samp. 
No. 


samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 
















— 


— 40 
















40 


— 


S-6 


40-42 


90/6" 


2 








— 


- 


S-7 


42-44 


85-106-160 


18 


Pale yellow fine to coarse SAND, trace 
fine to coarse gravel and silt, very 
dense, dry, 2.5YR7/4. SP 


S25DFA 
(42-44) 


2.0 


— 


— 45 
















45 


- 
















— 


— 50 


S-8 


50-52 


86-84 


12 


Very pale brown fine to coarse SAND, 
little fine to medium gravel, trace silt, 
very dense, dry, 10YR7/4. SP 


S25DCA 
(50-52) 


0.5 


V 

50 


— 55 
















55 


_ 
















_i 




- 
















— 


— 60 


S-9 


60-62 


10-15-28-53 


18 


Brownish yellow fine to coarse sand, 
trace fine gravel and silt, medium 
dense, dry, 10YR6/6. sw 


S25DHA 
(60-62) 


0.3 


60 


— 65 
















65 


- 
















— 


- 
















— 


- 
















— 


— 70 


S-10 


70-72 


19-18-55-65 


20 


Very pale brown fine to coarse SAND, 
trace fine gravel and silt, very dense, 
dry, 10YR7/4. SW 


S25DIA 
(70-72) 


0.0 


70 -V 


- 
















— 


- 
















^~ 



OGDEN 



BORING LOG 



BORING NO. MW-25 



PROJECT NAME: 


MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 4 


Depth 
(feet) 


Samp 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 80 


S-11 


80-82 


10-23-43-49 


19 


Very pale brown, fine to medium 
sand, little fine to medium gravel, 
trace silt, very dense, dry, 10YR7/4. sp 


S25DJA 
(80'-82') 


0.0 


80 


— 85 
















85 


i 

— 90 


S-12 


90-92 


10-19-21-22 


18 


Very pale brown, fine to medium 
SAND, little fine to medium gravel, 
trace silt, very dense, dry, 10YR7/4. SP 


S25DKA 
(90'-92') 


0.0 


90 


— 95 
















95 




— 100 


S-13 


100-102 


7-10-16-32 


15 


Very pale brown fine to coarse SAND, 
trace fine gravel and silt, medium 
dense, damp to moist, 10YR7/4. 


S25DLA 
(100'-102') 


0.0 


100 — 


— 105 
















105 


P-110 
















110 — 


- 


S-14 
S-15 


110-112 
112-114 


100/6" 
24-100/5" 


2 
2 


Very pale brown fine to coarse SAND, 
trace fine gravel and silt, medium 
dense, damp to moist, 10YR7/4. 


S25DMA 
(110'-114') 


0.0 


— 


" 
















~~~ 



OGDEN 



BORING LOG 



BORING NO. MW-2L 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



Samp 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp. 
(Depth) 



FID 



Depth 
(feet) 



■120 



S-16 



120-122 



4-4-6-7 



125 



130 



— 135 



■140 



145 



■150 



Very pale Prown, fine to coarse 

SAND, trace fine gravel and silt, wet. SW 



G25DAA 

(120') 
S25DNA 
(12CM22') 



120- 



0.0 



End of Poring at 122 feet 



12! 



t 



130 1 



135" 



140- 



145- 



150 



-e 



OGDEN 



BORING LOG 



BORING NO. MW-26 



PROJECT NAME 


: MMR impact Area 


LOCATION: camp Edwards, MA SHEET 1 OF: 4 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Barber 


TOTAL DEPTH: 150 feet DATE STARTED: 1-12-98 DATE FINISHED: 1-14-98 


REMARKS 








Depth 
(feet) 


Samp. 
No. 


Samp. 
Deptl" 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(depth) 


' FID 


Depth 
(feet) 


- 


HA-1 


0-0.5 






t 


S26A 
(0'-0.5') 




— 


— 5 
















5 


> 

r— 10 
















10 — 


— 


S-1 


10-12 


4-27-19-24 


7 


Light brown medium SAND, some 


S26DCA 





— 












gravel, trace silt, poorly graded, 


(10'-12') 






- 










10YR6/8. SP 






— 


— 15 












- 




15 


- 
















— 


— 20 
















20 


- 


S-2 


22-24 


67-100/4" 


6 


Yellowish brown coarse GRAVEL, some 
silt, dry, 10YR5/4. CM 


NO- 
SAMPLE 





— 


— 25 
















25 


^ m 
















~~" 


— 
















— 


P- 30 
















30 




- 


S-3 


30-32 


10-19-12-18 


17 


Yellowish brown medium SAND, loose, 
poorly graded, 10YR5/6. SP 


S26DEA 
(32'-34') 





— 



OGDEN 



BORING LOG 



B El 



BORING NO. MW-2fc 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA she 


ET 2 


OF: 


4 








Depth 
(feet) 


Samp. 
NO. 


samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Sami 
(Depth) 


. FID 


Depth 
(feet) 


— 40 
















40 


— 


S-4 


42-44 


25-16-27-19 


18 


Light brownish yellow medium SAND, 
dry to slightly moist, poorly graded, 
loose, 10YR6/8. SP 


S26DFA 
(42-44) 


0.0 


— 


— 45 
















45 — 


- 
















t 


— 50 
















50 1 


— 


S-5 


51-53 


6-12-6-15 


9 


Very pale brown fine to coarse SAND, 
with gravel, loose, poorly graded, dry 
to slightly moist, 10YR7/4. SP 


S26DCA 
(51-53) 


0.0 


— 


— 55 
















55 


- 
















— 


- 
















— 


— 60 
















60 


- 


S-6 


63-65 


4-59-100/0" 







- 




— 


— 65 


S-7 


65-67 


16-19-27-19 


18 


Brownish yellow medium SAND, some 
coarse gravel, poorly graded, loose, 
10YR6/8. SP 


S26DHA 
(65-67) 




65 — 


— 70 
















70 -f 


- 


S-8 


71-72 


2-12-17-14 


8 


Brownish yellow medium to coarse 
SAND, trace gravel, loose, poorly 
graded, 10YR6/8. SP 


S26DIA 
(71-73) 




— 


■~ 
















" 



. OGDEN 



BORING LOG 



a m □ 



BORING NO. MW-26 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 


4 


Depth 
(feet) 


samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Sami 
(Depth) 


. FID 


Depth 
(feet) 


— 
















— 


- 
















— 


- 
















— 


— 80 
















80 


— 85 


S-9 


83-85 


8-12-77-58 


10 


Brownish yellow coarse SAND, some 
coarse gravel, loose, slightly moist, 
poorly graded, 10Y6/6. SP 


S26DJA 
(83'-85') 





85 — 


1 

— 90 
















90 


- 


S-10 


91-93 


3-4-7-77 


11 


Brownish yellow gravel, some silt, 
loose, slightly moist, 10YR6/6. CM 


S26DKA 
(9T-93') 





__ 


— 95 
















95 — 


- 
















— 


— 10C 
















100^ 


— 














• 


— 


- 










. 






— 


— 105 


S-11 


103-10! 


i 11-13-9-25 


12 


Yellowish brown medium SAND, loose, 
dry to slightly moist, poorly graded, 
10YR5/6. SP 


S26DLA 
(103'-105' 





,0*1 


" -11C 
















110 — 


_ 


S-12 
S-13 


111-11: 

113-11 


l 7-15-40-44 


15 
12 


Brownish yellow medium SAND, loose, 
poorly graded, dry , 10YR6/6. SP 


S26DMA 
mr-113' 






^^ 



OGDEN 



BORING LOG 



S3 B 



BORING NO. MW-2*' 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 4 OF: 


4 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Sami 
(Depth) 


. FID 


Depth 
(feet) 


— 
















— 


— 120 
















120 — 


— 
















— 


- 
















— 


— 125 


S-14 


123-12 


i 7-10-13-15 


10 


Light yellowish brown, medium to 
coarse SAND, some coarse gravel, dry, 
loose, poorly graded, 10YR6/4. SP 


S26DNA 
(123'-125' 





mZ 


^™ 
















'-_ 


- 
















* 


— 13C 
















130— 


- 


S-15 


131-13 


5 5-7-22-3 


12 


Yellowish brown coarse SAND, some 
coarse gravel, loose, poorly graded, 
moist, 10YR5/6. SP 


S26DOA 
(13T-133' 





— 


— 135 
















135— 


- 
















■™ 


- 
















— 


- 
















— 


— 140 
















140— 


- 


S-16 


143-14 


i 15-23-8-16 


18 


Yellowish brown medium to coarse 
SAND, little fine to coarse gravel, 
poorly graded, wet, 10YR5/8. SP 


S26DPA 
(143'-145' 





— 


— 145 
















i»- 


_ 
















__ 


— 150 
















150-t 










End of boring at 150 feet 






- 
















— 


- 
















— 


— 
















— 



OGDEN 



BORING LOG 



a s 



BORING NO. 



MW-27 



PROJECT NAME 


: MMR Impact Area 


LOCATION: Cam P Edwards, MA SHE 


EET 1 OF 
fHOD: 


: 4 




PROJECT NUMBER: 313000103 


DRILLING COMPANY: Maher ME' 


Barber 


TOTAL DEPTH: 135 feet DATE STARTED: 10-6-97 DATE FINISHED: 10-7-97 




REMARKS 


















Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(depth) 


FID 


Depth 
(feet) 


I I | I I I I 

en 


HA-1 
HA-2 
HA-3 


0-0.25 
0.25-0.5 
1.5-2.0 






Dark brown fine SAND, some silt, trace fine 
gravel, roots, 7.5YR2.5/3. SM 
Light yellowish brown SAND, some silt, trace 
fine to medium gravel, roots, 10YR6/4. SP 


S27DAA 

(0'-0.5') 

S27DBA 

d.5'-2.0') 


0.0 


5 


— 
















— 


— 10 


S-1 
S-2 


10-12 
12-14 


15-33-45/1" 
50-100-25-52 


3 

18 


Very pale Prown fine to coarse SAND, 
little fine to coarse gravel, trace silt, 
dry, very dense, 10YR8/3. SP 


S27DCA 
(10'-14 r ) 


0.0 


10 


— 


— 15 
















15 


— 


— 20 


S-3 


20-22 


100/0" 











20 


— 


— 25 


S-4 


22-24 


8-9-8-12 


12 


Light yellowish brown fine to coarse 
SAND, trace silt and fine gravel, dry, 
medium dense, 10YR6/4. sw 


S27DDA 
(22'-24') 


0.0 


25- 


— 


- 


















— 




9 - 30 

F 
F 


S-5 


30-32 


10-21-31-95 


12 


Light yellowish brown fine to coarse 
SAND, little fine to coarse gravel, trace 
silt, dry, very dense, 10YR6/4. SP 


S27DEA 
(30'-32') 


0.0 


30 


— 



OGDEN 



BORING LOG 



BORING NO. MW-2* 



PROJECT NAME: M MR Impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 4 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(Depth) 



FID 



Depth 
(feet) 



— 40 



S-6 



40-42 



45 



50 



S-7 



S-8 



50-52 



52-54 



55 



60 



S-9 



60-62 



65 



70 



S-1C 



70-72 



8-20-30-38 



31-25-39-50 



8-3-25-35 



11-15-21-20 



6-13-20-25 



18 



16 



15 



18 



Very pale Prown fine to coarse SAND, 
trace fine to medium gravel andsilt, 
very dense, dry to moist , 10YR8/3. SP 



Very pale Prown fine to coarse SAND, 
trace fine to coarse gravel and silt, 
very dense, dry , 10YR8/3. SP 



very pale Prown fine to coarse SAND, 
trace fine to coarse gravel and silt, 
very dense, dry , 10YR8/3. SP 



Light yellowish Prown fine to coarse 
sand, little silt, trace fine to medium 
gravel, dense, dry to moist, 10YR6/4. 

sw 



S27DFA 
(40-42) 



40 



0.0 



45 



50 



S27DGA 
(52-54) 



0.0 



55 



S27DHA 
(60-62) 



60 



0.0 



65 



70 



> 



S27DIA 
(70-72) 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-27 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 4 



Depth 
(feet) 



80 



85 



90 



95 



100 



105 



110 



Samp 
No. 



S-11 



S-12 



S-13 



S-14 



Samp. 
Depth 



80-82 



90-92 



100-102 



110-112 



Blow Count 



5-16-23-23 



10-15-22-23 



8-15-20-17 



3-26-42-41 



Rec. 
(in.) 



18 



19 



20 



19 



Description 



Light yellowish Prown fine to coarse 
SAND, little silt, trace fine to medium 
gravel, dense, dry to moist, 10YR6/4. 
sw 



Light yellowish brown fine to coarse 
SAND, trace fine to medium gravel 
and silt, dry to moist, dense, 10YR6/4. 
sw 



Light yellowish brown fine to coarse 
SAND, trace fine to medium gravel 
and silt, dry to moist, dense, 10YR6/4. 
sw 



Light yellowish brown fine to coarse 
SAND, trace fine gravel and silt, very 
dense, moist, 10YR6/4. sw 



Lab Samp 
(Depth) 



S27DJA 

(80'-82') 



S27DKA 
(90'-92') 



S27DLA 

(100'-102') 



S27DMA 
(110-112') 



FID 



0.0 



0.0 



0.0 



0.0 



Depth 
(feet) 



80 



85 



90 



95 



100- 



105- 



110- 



OGDEN 



BORING LOG 



E3 S3 



BORING NO. MW-2fr 



PROJECT NAME: mmr impact Area LOCATION: camp Edwards, MA SHEET 4 OF: 4 



Depth 
(feet) 



Samp. 
No. 



Samp. 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp. 
(Depth) 



FID 



Depth 
(feet) 



■120 



S-15 



120-122 



12-15-17-20 



12 



125 



130 



— 135 



— 140 



■145 



■150 



Yellowish Prown fine to coarse SAND, 
trace fine gravel and silt, dense, wet, 

10YR3/4. SP 



S27DNA 
(12CM22') 



0.0 



120- 



G27DAA 
(130 1 ) 



End of Poring at 130 feet 



12! 



130 1 



135- 



140- 



145- 



150- 



OGDEN 



BORING LOG 



BORING NO. MW-28 



PROJECT NAME: MMR impact Area LOCATION: Cam P Edwards, M A SHEET 1 OF: 3 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber 



TOTAL DEPTH: 110 feet 
REMARKS: 



DATE STARTED: 7-28-97 



DATE FINISHED: 7-30-97 



Depth 
(feet) 



Samp 
NO. 



Samp 
Depth 



Blow Count 



Rec. 
(in.) 



Description 



Lab Samp 
(depth) 



FID 



Depth 
(feet) 



HA-1 
HA-2 



0-0.5 
1.5-2.0 



E 



— 10 



S-1 
S-2 



10-12 



12-14 



15 



20 



S-3 



20-22 



25 



I- 30 



S-4 



30-32 



32-18-21-34 



18-21-37 



21-12-4-25 



4-12-7-13 



18 
12 



15 



18 



Dark yellowish brown fine to medium SAND, 
trace coarse sand and silt, roots, nonplastic. SW 

Brownish yellow fine to medium SAND, trace silt 
and gravel, roots, nonplastic. SW 



S28DAA 

(0'-0.5') 

S28DBA 

(0'-0.5 r ) 



1.7 

1.0 



10' 



Light yellowish brown, mediumto 
coarse SAND, trace fine sand and gravel, 
medium dense, non-plastic, 2.5Y 6/4. SW 



S28DCA 
(10'-14 r ) 



0.1 



15' 



Pale yellow medium to coarse sand, 
trace fine sand and fine gravel, 
medium dense, non-plastic, 2.5Y 7/3. SP 



S28DDA 
(20'-22') 



20' 



0.3 



25' 



Pale yellow fine to medium SAND, some 
coarse sand and gravel, loose, non- 
plastic, 2.5Y7/3. SW 



S28DEA 
(30'-32 r ) 



30' 



0.0 



OGDEN 



BORING LOG 



BORING NO. MW-2 



7\ 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 3 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 40 
















40 


— 


S-5 


40-42 


16-26-23-27 


12 


Pale yellow medium to coarse SAND, 
some fine sand, trace gravel, medium 


S28DFA 
(40-42) 


0.0 


— 


- 










dense, non-plastic, 2.5Y7/3. SW 






— 


— 45 
















45 


- 
















— 


- 
















— 


— 
















- 


— 50 
















% 

50 


- 


S-6 


51-55 


5-8-12-27 


18 


very pale Prown fine to medium 
Sand, some coarse sand and gravel, 


S28DCA 
(51-53) 


0.3 


— 


- 










loose to medium dense, non-plastic, 






■■ 


- 










10YR8/3. SW 






— 


— 55 
















55 


- 
















— 


- 
















— 


- 
















— 


— 60 


S-7 


60-62 


13-13-17-21 


20 


Very pale Prown medium SAND, some 
fine sand, trace coarse sand, medium 


S28DHA 
(60-62) 


0.3 


60 


: 










dense, non-plastic, 10YR8/3. SP 






— 


— 65 
















65 


- 
















"■ 


- 
















— 


- 
















— 


- 
















— 


— 70 


S-8 


70-72 


7-11-20-22 


18 


very pale Prown medium SAND, some 
fine sand, trace coarse sand, medium 


S28DIA 
(70-72) 


0.0 


70 ~\ 


- 










dense, non-plastic, 10YR8/3. SP 






— 



OGDEN 



BORING LOG 



BORING NO. MW-28 



PROJECT NAME: 


MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 3 


Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


— 80 
















80 


— 


S-9 


80-82 


23-35-58-55 





>; 






— 


- 


S-10 


82-84 


14-21-33-41 


24 


Light yellowish Prown, fine to 
medium SAND, some coarse sand, 


S28DJA 
(82'-84') 


0.3 


— 












trace gravel, medium dense, non- 








— 85 










plastic, 10YR6/4. SP 






85 


- 
















— 


— 90 


S-11 


90-92 


13-15-18-27 


24 


Fine to medium SAND, trace gravel, 
medium dense, non-plastic, 10YR8/3. 
SP 


S28DKA 
(90'-92') 


0.4 


90 


— 95 
















95 


- 










Water at 98 feet. 






— 


— 100 


S-12 


100-102 


3-5-16-16 


18 


Light Prown fine to medium sand, 
loose to medium dense, non-plastic, 


S28DLA 

(100'-102') 


•1.6 


100 


_ 










10YR8/3. SP 






_ 


— 105 
















105 


- 
















— 


W — 110 
















110 


_ 










END OF BORING 110 FEET 






- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-2 



JV-2£ 



PROJECT NAME 


; MMR impact Area 


LOCATION: Camp Edwards, MA SHEET 1 OF: 3 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: 


Barber 


TOTAL DEPTH: 112 feet DATE STARTED: 7-31-97 DATE FINISHED: 7-31-97 


REMARKS 








Depth 
(feet) 


Samp. 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(depth) 


FID 


Depth 
(feet) 


- 


HA-1 
HA-2 


0-0.5 
1.5-2.0 






Olive yellow SILT, some sand, trace 
clay, nonplastic, 2.5Y6/8. SM 


S29DAA 

(0'-0.5') 

S29DBA 


2.1 


— 


cn 












d.5'-2.0') 




cn 

I I I I I 


O 
I 1 I I 1 1 1 


S-1 
S-2 


10-12 
12-14 


9-13-12-20 
18-22-20-20 


16 
18 


Pale yellow, fine to medium SAND, some 
coarse sand, trace fine gravel, medium 
dense, non-plastic, 2.5Y 7/3. sw 


S29DCA 
(1G'-14 r ) 


0.3 


f 

10 — 


— 15 
















15 


I I I | I I I 

to 

o 


S-3 


20-22 


9-15-25-41 


12 


Light yellowish brown fine to medium 
SAND with coarse sand, some fine 
gravel, medium dense, non-plastic, 2.5Y 
6/3. SW 


S29DDA 
(20'-22") 


■ 0.0 


20 


— 25 
















25 


— 
















— 


- 
















— 


— 30 


S-4 


30-32 


23-26-22-24 


12 


Pale yellow medium to coarse SAND, 
with fine sand, some gravel, medium 
dense, non-plastic, 2.5Y7/3. SW 


S29DEA 
(30'-32') 


0.0 


30-^ 


- 
















— 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-29 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 2 OF: 


3 


Depth 
(feet) 


samp. 

NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


— 
















— 


— 
















"•■" 


— 40 
















40 


— 


S-5 


40-42 


7-15-16-18 


16 


Olive yellow fine to medium SAND, 
some coarse sand, trace gravel, 


S29DFA 


4.5 


— 


- 


S-6 


42-44 


7-15-15-19 


12 


medium dense, non-plastic, 2.5Y6/6. 
SW 


(40-44) 


6.9 


— 


— 45 
















45 


| 
















— 


f 

— 50 


S-7 


50-52 


46-27-34-29 


15 


Light yellowish brown, fine to 
medium SAND, some coarse sand and 


S29DCA 
(50-52) 


0.0 


50 


^* 










coarse gravel, medium dense to 






^^ 


m 










dense, non-plastic, 2.5Y6/4. sw 






^ m 


— 55 
















55 


— 
















— i 


— 60 


S-8 


60-62 


8-6-7-18 


18 


Light gray fine to medium SAND, 
some coarse sand, loose, non-plastic, 


S29DHA 
(60-62) 


0.0 


60 


_ 










2.5Y7/2. SP 






_ 


— 65 
















65 


- 
















— 


— 
















— 


!/- 70 


S-9 


70-72 


14-8-17-18 


16 


Pale yellow fine to medium SAND, 
some coarse sand, trace gravel, 


S29DIA 
(70-72) 


0.0 


70 


— 










medium dense, non-plastic, 2.5Y7/3. 






— 


- 










SP 






— 


— 
















— 



OGDEN 



BORING LOG 



BORING NO. MW-2<* 



- 



PROJECT NAME 


: MMR impact Area LOCATION: Camp Edwards, MA SHEET 3 OF: 3 


Depth 
(feet) 


Samp, 
NO. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp 
(Depth) 


FID 


Depth 
(feet) 


- 
















— 


- 
















— 


- 
















— 


— 80 


S-10 


80-82 


12-14-18-23 


18 


Pale yellow fine to medium sand, 
trace coarse sand, medium dense, 


S29DJA 
(80'-82') 


0.0 


80 


- 










non-plastic, 2.5Y7/3. SP 






_ 


— 85 
















85 


- 
















i 


— 90 
















90 


— 


S-11 


90-92 


31-41-26-37 











■■i 


- 


S-12 


92-94 


15-14-28-34 


20 


Light yellowish Prown fine to 
medium SAND, trace coarse sand and 


S29DKA 
(92'-94') 


0.0 


— 












fine gravel, medium dense, non- 








— 95 










plastic, moist, 2.5Y6/3. SP 






95 


— 10C 


S-13 


100-10: 


! 10-14-15-21 


15 


Pale yellow fine to medium SAND, 
trace coarse sand, medium dense, 


S29DLA 
(100'-102') 


0.0 


100 — 


— 










non-plastic, moist to wet at 102, 






— 


- 










2.5Y7/3. SP 


- 




— 


— 105 
















«*- 


— 11C 










Light yellowish Prown fine to coarse 






110— n 


__ 


S-13 


110-11: 


i 




SAND, with fine to coarse gravel, non- 






__ 


- 










plastic, wet, 2.5Y6/3. SW 






: 










END OF BORING 112 FEET 






- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW30 



PROJECT NAME: MMR impact Area LOCATION: Camp Edwards, MA SHEET 1 OF: 2 


PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber 


TOTAL DEPTH: 


38' C 


>ATE< 


STARTED: 10/27/97 DATE FINISHED: 10/28/97 


REMARKS 












Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 

(in.) 


Description 


Lab Samp, 
(depth) 


FID 


Depth 
(feet) 


— 5 

I — 10 
















10 — 


— 


S-l 


10-12 


5-6-7-7 


12 


Pale brown coarse SAND, some fine to medium 


S30DCA 


0.0 


— 


_ 










sand and fine gravel, trace silt, loose, dry. 


(10'-12') 




__ 


- 


S-2 


12-14 


5-5-6-7 


12 


10YR6/3. SP 






— 


— 15 
















15 


— 20 


S-3 


~>0-~>~> 


11-11-13-12 


18 


Pale brown coarse SAND, some fine to medium 
sand and fine gravel, trace silt, loose, dry, 
10YR6/3. SP • 


S30DDA 
(20'-22') 




20 


— 25 
















25 


M 
















^— 


- 
















— 


W- 30 
















30 


- 


S-4 


30-32 


7-8-8-12 


6 


Light yellowish brown coarse SAND, some fine to 


S30DEA 




— 


— 










medium sand, trace gravel and silt, medium, dense, 
wet, 10YR6/4. SP 


(30V32') 




— 


- 
















— 



OGDEN 



BORING LOG 



BORING NO. MW30 * 



PROJECT NAME 


; MMR Impact Arec 


i LOCATION: Camp Edwards, MA 


SHEET 2 OF: 


2 


Depth 
(feet) 


Samp. 
No. 


Samp. 
Depth 


Blow Count 


Rec. 
(in.) 


Description 


Lab Samp. 
(Depth) 


FID 


Depth 
(feet) 


- 


S-5 


32-36 










G30DAA 
(35') 


0.0 


— 


^ 




















— 










End of Boring 38 feet 








— 


40 


















40 


- 












>. 






— 


- 


















— 


— 


















— 


45 


















45 — 


- 


















— 


- 


















— 


_ 


















-— 


- 


















t 


— 50 


















50 — 


— 


















^^ 


_ 


















— 


- 


















— 


— 55 


















55 ■"" 


- 


















— 


- 


















— 


- 


















— 


- 


















— 


— 60 


















60 


- 


















— ■ 


- 


















— 


- 


















— 


- 


















— 


— 65 


















65 


- 


















— 


- 


















— 


- 


















— 


— — iA 


















n-4 


- 


















— i 


- 


















— 


- 


















— 


— 


















— 



•<* 



OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR impact area DATE INSTALLED: 9/19/97 WELL NUMBER: mw-is,m2,d 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber 



REMARKS: Formation collapse from 272' to 168', from 147' to 126', and 
from 90' to 70'. clean sand backfill from 70' to the surface. 



INSPECTOR: M.P. 



MW-1M2 INTERMEDIATE WELL ID 

flush STICKUP 



MW-1D 
flush 



DEEP WELL ID 
STICKUP 



GROUND SURFACE 




SHALLOW WELL ID MW " 1S 

stickup flush 



DEEP RISER 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 

INTERMEDIATE RISER 
MATERIAL SCH 80 P VC 
LENGTH 
DIAMETER 

SHALLOW SCREEN 

MATERIAL SCH 40 P 
LENGTH 

DIAMETER 
SLOT 



INTERMEDIATE SCREEN 

MATERIAL SCH 80 PV C 

LENGTH 

DIAMETER 

SLOT 

DEEP SCREEN 

MATERIAL _P_V_C 
LENGTH 
DIAMETER 
SLOT 



SHALLOW RISER 

MATERIAL SCH 40 P VC 
LENGTH 114 

DIAMETER 2.0" 



TOP OF BENTONITE 
TOP OF FINE SAND 



90.0 



105.0 



TOP OF SAND PACK 111.0 
TOP OF SCREEN 114.0 

SAND PACK: 

TYPE , THICKNESS 2%" 



BOTTOM OF SCREEN 
BOTTOM OF SAND 
TOP OF BENTONITE 



124.0 



126.0 



147.0 



TOP OF FINE (00 & 000) SAND 1 51-154.5, 15 4.5-157.5 
TOP OF SAND PACK 157.5 

TOP OF SCREEN 160.0 
SAND PACK: 

TYPE , THICKNESS "2 3 /4" 



BOTTOM OF SCREEN 
BOTTOM OF SAND 
TOP OF BENTONITE 



165.0 



168.0 



272.0 



TOP OF FINE (00 & 000) SAND 
TOP OF SAND PACK 



7S 4-73fi 7Sfi-?S8 

288.0 



TOP OF SCREEN 
SAND PACK 
TYPE 



290.0 



THICKNESS 2 3 A" 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 

8" 



300.0 



307.0 



320.0 



ALL UbP I Hs 1 Akb k 1 bKbk 1 LNCbU I O URoUNU SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 12-19-97 



WELL NUMBER: mw-imi 



PROJECT NUMBER: 313000103 



DRILLING COMPANY: maher 



METHOD: barber 



REMARKS" Formation collapse from 235 to 225.5 and from 213.5 to 50, clean sand from 50 to surface INSPECTOR: TD 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 



220 

~2V 




SCREEN - 
MATERIAL SCH 80 PVC 

LENGTH _J 

DIAMETER 2 V 2 " 

SLOT 0.010" 



. * 



BORING DIAMETER 



STICKUP 



TOP OF BENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



GRAVEL PACK 



Flush 



213.5 


215.5 


217.5 


220 



TYPE #0 




THICKNESS 2'A," 




BOTTOM OF SCREEN 


225 


BOTTOM OF BORING 


235 



8" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR impact AREA DATE INSTALLED: 
PROJECT NUMBER: 313000105 DRILLING COMPANY: Maher 
REMARKS: 



10/28/97 WELL NUMBER: mw- 2 s&d 
METHOD: 



Clean sand backfill from 150 to 265 feet, formation collapse 

765-549 feet, bentonife from 365-579 feet. 



Sonic 



INSPECTOR: H.K. 



MW-2D 



WELL ID 



Flush 



DEEP WELL STICKUP 



GROUND SURFACE 



MATERIAL 

LENGTH 

DIAMETER 



SHALLOW SCREEN 
MATERIAL SCH 80 PVC 



LENGTH 


10 


DIAMETER 
SLOT 


2 y 2 - 
0.010" 



DEEP SCREEN 
MATERIAL SCH 80 PVC 



LENGTH 


5 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 




WELL ID MW -2S 
SHALLOW WELL STICKUP 



Flush 



SHALLOW RISER 

MATERIAL SCH 80 P VC 
LENGTH 157 

DIAMETER 2 1 /2" 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



130 



135 



155 



157 



SAND PACK 
TYPE 
THICKNESS 







2.25" 




BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



147 



154 



549 



551 



555 



555 



SAND PACK 
TYPE 
THICKNESS 







1 1 / 2 ' 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 

5.5" 



560 



565 



579 



ALL bin 1 1 HS ARL- UbhbR^h ' D T O GROUND iJURI-ACE " 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 1/9/98 WELL NUMBER: mw- 2 mi&m 2 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber 

REMARKS: INSPECTOR: R.P. 



MW-2M1 



DEEP WELL ID 



GROUND SURFACE 



MATERIAL 

LENGTH 

DIAMETER 



SCREEN 
MATERIAL SCH 80 PVC 



LENGTH 


5.0 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 



SCREEN 



MATERIAL SCH80PVC 
LENGTH 5 

DIAMETER 
SLOT 



2V 2 " 

0.010" 




SHALLOW WELL ID MW-2M2 

stickup Flush 



SHALLOW RISER 

MATERIAL SCH80PVC 



LENGTH 
DIAMETER 


170 

T/2 


TOP OF BENTONITE 


163 


TOP OF FINE SAND 


165.5 


TOP OF SAND PACK 


168 


TOP OF SCREEN 


170 


SAND PACK 

TYPE #° 
THICKNESS 2 Z A" 






BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



175 



175 



205.5 



208 



210 



212 



SAND PACK 
TYPE 
THICKNESS 



JO. 



2V." 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 

BOTTOM OF BORING 
8" 



217 



217.5 



217.5 



Dep t hs are befebkcep i o ground ^uki-ac e 



OGDEN 



Well Construction Diagram 



PROJECT NAME: mmr impact area DATE INSTALLED: 2/19/97 WELL NUMBER: mw-ss&d 
PROJECT NUMBER: 515000105 DRILLING COMPANY: Maher METHOD: Barber 

REMARKS: INSPECTOR: a.m. 



MW-5D WELL | D 
FlLJSh DEEP WELL STICKUP 



GROUND SURFACE 



DEEP RISER 



MATERIAL 

LENGTH 

DIAMETER 



2.5" 



SCREEN 



MATERIAL SCH80PVC 
LENGTH 10-0 

DIAMETER 
SLOT 



2 1 / 2 " 
0.010" 



SCREEN 



• 



MATERIAL SCH 80 PV C 

LENGTH 5.0 

DIAMETER 2 1 /2" 

SLOT 0.010" 



WELL ID MW-3S 




Flush 



SHALLOW RISER 

MATERIAL SCH 80 PVC 

LENGTH 

DIAMETER 



44 

2.5" 



TOP OF BENTONITE 

TOP OF FINE SAND 

TOP OF SAND PACK 

TOP OF SCREEN 

SAND PACK 

TYPE __ 

THICKNESS 



38.0 



40.0 



42.0 



44.0 



2%" 



V. 




BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



54.0 



56.0 



256.0 



258.0 



260.0 



262.0 



SAND PACK 
TYPE 
THICKNESS 







2 1 /4" 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 



267.0 



269.0 



284.0 



BORING DIAMETER 



ALL UbP I Hs" Ant! REFERENCED TO GROUND 1 iJUkTACE 



OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 3/4/98 WELL NUMBER: mw-smi&m 2 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber 

REMARKS: Sand collapse to 42 feet, clean sand fill from 42 feet to surface INSPECTOR: R.P. 



MW-3M1 DEEP WELL ID 






.. — . ^iiai i nwwn i in M\A/-7i\/iO 


Flush STICKUP \ 




stickup Flush 




GROUND SURFACE C~I~7Z^.. ,T 




















y SHALLOW RISER 

/ MATERIAL S( 
LENGTH 
DIAMETER 

. .. top nr rfmtonitf 


:h so pvc 

180 
2 1 / 2 " 


HFFP RI°lFR 




MATERIAL SCH 80 PVC 
LENGTH 240 




174 


■I 


I 


: 


tdp nr riMr ^Awn 




DIAMETER 2V2" 


176 






k. 


j . 


^ 








178 




1 Ur Ul oAinU 1 ALr 

TOP OF SCREEN 






180 


SCREEN 








MATERIAL SCH 80 PVC 
LENGTH 5.0 
DIAMETER 2 1 /2" 








■^ — 


oAINU rAUI\ 

TYPE #° 
THICKNESS 2 3 /4" 

RDTTDM OF ^PRFFM 


185 








v 


BOTTOM OF SAND 

TOP OF RFMTOMITF 




SLOT 0.010" 








187 




234 






^^™™™ "■ 


top nr riNF ^amd 






■ IB 


m 


236 




-T-* 


















u' 


238 






TOP OF SCREEN 






240 


c:pRFFNI 


,< — 


SAND PACK 




MATERIAL SCH 80 PVC 
LENGTH 5 


— ^ 






TYPE #0 
THICKNESS 2V '" 

- BOTTOM OF SCREEN 




DIAMETER 2 1 /2" 


245 






\ 




SLOT 0.010" 




- BOTTOM OF SAND 


247 




< ► 

SORING DIAME1 


"ER 


- BOTTOM OF BORING 


247 


E 


8" 





ALL DEPTHS ARE refeRNCEd TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 8-18-97 WELL NUMBER: mw-4s 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



METHOD: barber 



REMARKS' Formation collapse from 132.9 to 30 feet, clean sand from 30 to the surface 



INSPECTOR: bs 



GROUND SURFACE 



RISER PIPE- 
MATERIAL SCH 80 PVC 
LENGTH 137 

DIAMETER 2 'V 



SCREEN 



MATERIAL SCH 80 PVC 
LENGTH 10 



DIAMETER 
SLOT 



2 >/," 



0.010" 






t^r 



BORINC DIAMETER 



STICKUP 



TOPOFBENTONITE 



TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



GRAVEL PACK 



Flush 



132.9 


133.9 


134.9 


137 



TYPE #0 




THICKNESS l 3 / 4 " 




BOTTOM OF SCREEN 


147 


BOTTOM OF BORING 


150 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO CROUND SURFACE 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 11/18/97 WELL NUMBER: mw-ss&d 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 
REMARKS: 



METHOD: Sonic 



INSPECTOR: F.E. 



MW-5D WELL | D 

FlUSh DEEP WELL STICKUP 
GROUND SURFACE 



MATERIAL SCH 80 

LENGTH 

DIAMETER 



SHALLOW SCREEN 

MATERIAL SCH 80 PVC 

LENGTH 

DIAMETER 

SLOT 



MATERIAL SCH 8 PVC 
LENGTH 5 

DIAMETER 
SLOT 



WELL ID 



SAND PACK 
TYPE 
THICKNESS 




MW-5S 



SHALLOW WELL STICKUP F'USh 



SHALLOW RISER 

MATERIAL SCH 80 P VC 
LENGTH 119 

DIAMETER 2.5" 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



111 



115 



117 



119 







1 1 /2" 



BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



129 



131 



327 



330 



333 



335 



SAND PACK 
TYPE 
THICKNESS 







1 1 /2" 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 

5 1 /2" 



340 



342 



360 



ALL DEPTRS AWL REFERRCED 10 GROUND SURFACE" 




Well Construction Diagram 



PROJECT NAME: MMR impact area DATE INSTALLED: 1/28/98 WELL NUMBER: mw-5mi&m 2 
PROJECT NUMBER: 515000105 DRILLING COMPANY: Maher METHOD: Barber 

REMARKS: INSPECTOR: b.h. 



MW-5M1 



DEEP WELL ID 



GROUND SURFACE 




DEEP RISER 
MATERIAL SCH 80 P VC 
LENGTH 
DIAMETER 



2 l/ 2 " 



SCREEN 

MATERIAL SCH 80 PVC 



LENGTH 


5.0 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 



«** 



*\_ 



SCREEN 



MATERIAL SCH 80 P VC 

LENGTH 

DIAMETER 

SLOT 



SHALLOW WELL ID __MW-5M2 
STICKUP 



Flush 



SHALLOW RISER 

MATERIAL SCH 80 P VC 

LENGTH 

DIAMETER 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



170 


2 1 / 2 " 


165 


168.5 


168 


170 



SAND PACK 
TYPE 
THICKNESS 



#0 



1 1> 




BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



175 



175 



205.5 



206 



208 



210 



SAND PACK 



TYPE #0 
THICKNESS 2y «" 

BOTTOM OF SCREEN 


215 


BOTTOM OF SAND 


215 


BOTTOM OF BORING 


215 



BORING DIAMETER 



8" 



ALL DEP r HS ARb UU-bUMcED 1 GROUND SUR F AC E 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 9-24-97 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



WELL NUMBER: mw-6S 



METHOD: barber 



REMARKS' F° rmat i° n collapse to 46 feet and clean sand from 46 feet to surface 



INSPECTOR: MP 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 106 

DIAMETER 2 V 




STICKUP 



Flush 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 V 2 " 

SLOT 0.010" 



<+ 



BORING DIAMETER 



TOPOFBENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



GRAVEL PACK 



97.5 



100 



102.5 



106 



TYPE #0 




THICKNESS 2 3 / 4 " 




BOTTOM OF SCREEN 


116 


BOTTOM OF BORING 


120 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR impact area DATE INSTALLED: 8/27/97 



PROJECT NUMBER: 513000103 
REMARKS: 



DRILLING COMPANY: Maher 



Formation collapse 0-97 feet, 115-233 feet and 260-326 feet. 
Bentonite from 233-257 feet and 343-354.14 feet. 



WELL NUMBER: mw-7s&d 
METHOD: Barber 



INSPECTOR: M.P. 



MW-7D WELL , D 



FlUSh DEEP WELL STICKUP 
GROUND SURFACE 



DEEP RISER 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 



SHALLOW SCREEN 
MATERIAL SCH 80 PVC 




WELL ID MW-7S 



LENGTH 


10 


DIAMETER 
SLOT 


2Vi 
0.010" 



DEEP SCREEN 
MATERIAL SCH 80 PVC 



LENGTH 


10 


DIAMETER 


2 y 2 " 


SLOT 


0.010" 



BORING DIAMETER 



SHALLOW WELL STICKUP 


Flush 




:h8 

10: 

2.5 




„ SHALLOW RISER 

MATERIAL SC 

LENGTH 

DIAMETER 


0PVC 
5 


TOP OF BENTONITE 




97.0 


TOP OF FINE SAND 




99.0 


TOP OF SAND PACK 




101.0 


TOP OF SCREEN 




103.0 


SAND PACK 

TYPE 






THICKNESS 2Va' 





BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



113.0 



115.0 



326.0 



328.0 



550.0 



552.0 



SAND PACK 
TYPE 
THICKNESS 







2v;' 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 



542.0 



545.0 



554.14 



ALL BEP I RS AUL- UthtUNCELi 1 G'UoUNu' yUMACE 



OGDEN 



well Construction Diagram 



( 



PROJECT NAME: M MR impact area DATE INSTALLED: 11/18/97 WELL NUMBER: mw-?mi&m2 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Barber 

REMARKS: INSPECTOR: m.p. 



MW-7M1 WELL ID 



FlUSh DEEP WELL STICKUP 



GROUND SURFACE 



MATERIAL SCH80PVC 

LENGTH 

DIAMETER 

SLOT 



BORING DIAMETER 



SAND PACK 
TYPE 
THICKNESS 




MATERIAL 

LENGTH 

DIAMETER 



SHALLOW SCREEN 

MATERIAL S CH 8 PVC 

LENGTH 

DIAMETER 

SLOT 



WELL ID MW-7M2 



SHALLOW WELL STICKUP 



Flush 



SHALLOW RISER 

MATERIAL SCH 80 P VC 
LENGTH 170 

DIAMETER 2.5" 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



163 



165 



168 



170 







2 l A 



BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



175 



177 



233 



235 



237 



240 



SAND PACK 
TYPE 
THICKNESS 







2V.~ 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 



245 



247 



247 









ALL DbP I HS AUb 1 RbhbKNckb 1 T O GROUND 5URr AcE 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 10-2-97 



WELL NUMBER: mw-ss 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



METHOD: barber 



REMARKS: Formation collapse from 47-96 feet. Clean sand backfill from 0-47 feet. 



INSPECTOR: mp 



GROUND SURFACE 



RISER PIPE - 
MATERIAL SCH 80 PVC 
LENGTH 103 

DIAMETER 2 V 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 ■/■," 

SLOT 0.010" 






<r~ 



-+1- 



BORING DIAMETER 



STICKUP 



Flush 



TOP OF BENTONITE 



GRAVEL PACK 



6" 



96 



98 



TOP OF FINE SAND 

TOP OF SAND PACK 100 

-TOP OF SCREEN 103 



TYPE #0 




THICKNESS l 3 / 4 " 




BOTTOM OF SCREEN 


113 


BOTTOM OF BORING 


116 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 9-25-97 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



WELL NUMBER: mw-9S 



METHOD: barber 



REMARKS' Formation collapse from 107 to 57 feet and clean sand from 57 to surface 



INSPECTOR: mp 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 



113 




STICKUP 



Flush 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 '/," 

SLOT 0.010" 



. 1*i 



TOPOFBENTONITE 107 



TOP OF FINE SAND 109 

TOP OF SAND PACK T_L_L 

-TOP OF SCREEN 113 



GRAVEL PACK 
TYPE 
THICKNESS 



#0 



2-v; 



BOTTOM OF SCREEN 
BOTTOM OF BORING 



123 



125 



BORING DIAMETER 



8" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR impact area DATE INSTALLED: 8/11/97 WELL NUMBER: mw-ios&d 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Sonic 



REMARKS: Bentonite chips from 377' to 565', formation collapse from 330' to 280', 

bentonite chips from 280' to 210, formation collapse from 210' to 155' , formation 
collapse from 128' to 26' and clean sand from 26' to surface. 



INSPECTOR: A.I 



MW-10D yyELLID^fl 
2-57 DEEP WELL STICKUP 



GROUND SURFACE 



DEEP RISER 

MATERIAL SCH80PVC 

LENGTH 

DIAMETER 



MATERIAL SCH 80 P VC 

LENGTH 

DIAMETER 

SLOT 



Boring Diameter 8 " from 205 
too' 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 

DIAMETER 

SLOT 



10 

2V 2 " 
0.010" 



WELL ID MW-10S 



SHALLOW WELL STICKUP 2.65 



SHALLOW RISER 

MATERIAL SCH 80 PVC 




LENGTH 


145 


DIAMETER 


2.5" 


TOP OF BENTONITE 


128.0 


TOP OF FINE SAND 


139.0 


TOP OF SAND PACK 


143.0 


TOP OF SCREEN 


145.0 


SAND PACK 

TYPE 




THICKNESS 2 1 /4" 






BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



155.0 



155.0 



330.0 



345.0 



347.0 



351.5 



SAND PACK 
TYPE 
THICKNESS 







1 %" 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 



361.5 



363.0 



377.0 



BORING DIAMETER 



5 1 /2 



from 363' to 205') 



ALL BEPTHS AWL- Rbf-ERENCEb 10 UkOUNLi s'Ur'face 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 10-16-97 



PROJECT NUMBER: 3i3000i03 DRILLING COMPANY: maher 
REMARKS: 



WELL NUMBER: mw-iom 



METHOD: barber 



INSPECTOR: mp 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 



280' 
2 V," 




SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 "A" 

SLOT 0.010" 



<T~ 



. i*~- 



BORING DIAMETER 



STICKUP 



TOP OF BENTONITE 



TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



GRAVEL PACK 



2.45 



273 



275 



277 



280 



TYPE #0 




THICKNESS 2.0" 




BOTTOM OF SCREEN 


285 


BOTTOM OF BORING 


287 



6 V," 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



\i_iv\~i_u' iw vj r\ \j vj i m u juivrnct: 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 8-12-97 



PROJECT NUMBER: 3noooio3 DRILLING COMPANY: maher 



WELL NUMBER: mw-iis 



METHOD: barber 



REMARKS' Formation collapse to 19 feet, clean sand from 19 to surface 



INSPECTOR: bs 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 122 

DIAMETER 2 V 2 " 




STICKUP 



FLUSH 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 V 2 " 

SLOT 0.010" 



<r- 



•*#- 



BORING DIAMETER 



TOPOFBENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



GRAVEL PACK 



117 



119 



120 



122 



TYPE #0 




THICKNESS l 3 / 4 " 




BOTTOM OF SCREEN 


132 


BOTTOM OF BORING 


135 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: »-7-97 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



WELL NUMBER: M\v-i2S 



METHOD: barber 



REMARKS' Formation collapse to 36 feet, clean sand from 36 to surface 



INSPECTOR: BS 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 97 

DIAMETER 2 V 




STICKUP 



FLUSH 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 '/," 

SLOT 0.010" 



BORING DIAMETER 



TOP OF BENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



90.4 


92.7 


93.7 


96.7 



GRAVEL PACK 



TYPE #0 




THICKNESS l 3 / 4 " 


BOTTOM OF SCREEN 


106.7 


BOTTOM OF BORING 


no 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR impact AREA DATE INSTALLED: 11-4-97 WELL NUMBER: mw-iss&d 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: sonic 



REMARKS: Bedrock at 288', Formation collapse from 220' to 85' and 67' to 20' INSPECTOR: HK 



MW-15D DEEP WELL ID 



GROUND SURFACE 



DEEP RISER 

MATERIAL SCH 80 PVC 
LENGTH 



DIAMETER 



220 
2 1 / 2 " 



SCREEN - 
MATERIAL PVC 



LENGTH 


10 


DIAMETER 
SLOT 


2 y 2 » 

0.010" 



SCREEN 

MATERIAL PVC 

LENGTH 
DIAMETER 
SLOT 

BENTONITE 227' to 30 



V 




SHALLOW WELL ID MW-13S 
STICKUP FLUSH 



SHALLOW RISER 

MATERIAL SCH 80 PVC 



LENGTH 
DIAMETER 


73' 

2 1 /2" 


TOP OF BENTONITE 




67 


TOP OF FINE SAND 




69 


TOP OF SAND PACK 




71 


TOP OF SCREEN 




73 


SAND PACK 

TYPE 






THICKNESS 1.25 







BOTTOM OF SCREEN 83 




BOTTOM OF SAND 



TOP OF BENTONITE 

TOP OF FINE SAND 

TOP OF SAND PACK 

TOP OF SCREEN 

SAND PACK 

TYPE 

THICKNESS 



85 



213.5 



216 



218 



220 



1.25" 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 

BOTTOM OF BORING 
10" 



225 



227 



305 



ALL ULP I WJ AUL- ffSEBETICED IU likUUNL) ^Ukf-At^L- 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 7-28-97 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



WELL NUMBER: mw-ms 



METHOD: barber 



REMARKS' Formation collapse to 40 feet, grout from 40 to 20, and clean sand from 20 to surface INSPECTOR: JS 



GROUND SURFACE 



RISER PIPE- 
MATERIAL SCH 80 PVC 
LENGTH 96 

DIAMETER 2 V 



SCREEN 



MATERIAL SCH 80 PVC 
LENGTH 10 

DIAMETER 2 '/," 



SLOT 



0.010" 








**- 



4k*- 



BORINC DIAMETER 



STICKUP 




- TOP OF BENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 

- TOP OF SCREEN 



GRAVEL PACK 



2.58 



90.67 



93 



94 



96 



TYPE #0 




THICKNESS 2 3 / 4 " 




BOTTOM OF SCREEN 


106 


BOTTOM OF BORING 


108 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



,OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR impact area DATE INSTALLED: 9/18/97 WELL NUMBER: mw-iss&p 

DRILLING COMPANY: Maher METHOD: Barber 



PROJECT NUMBER: 313000103 
REMARKS 



Clean sand backfill 0-30 feet. Formation collapse from 30-99 feet and 
117-318 feet. Bentonite from 336-356 feet. 



INSPECTOR: 



.P. 



MW-15D DEEP WELL 



SHALLOW WELL ID MW-1 55 

stickup Flush 



GROUND SURFACE 



MATERIAL 

LENGTH 

DIAMETER 



MATERIAL 
LENGTH 
DIAMETER 
SLOT 



SCREEN 
MATERIAL PVC 



LENGTH 


10 


DIAMETER 


2 y 2 - 


SLOT 


0.010" 



SAND PACK 
TYPE 
THICKNESS 




SHALLOW RISER 

MATERIAL SCH 80 P VC 
LENGTH 



DIAMETER 

TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 







2Va 



BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



SAND PACK 
TYPE 
THICKNESS 







2 1 /V' 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 

8" 



105 
2.5" 



99.0 



101.0 



103.0 



105.0 



115.0 



117.0 



318.0 



320.0 



322.0 



324.0 



334.0 



336.0 



356.0 



ALL _^M I Hs " AEL- UEFEKNCEd ' 1 u GROUND SUR F AC E 



OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 11-4-97 WELL NUMBER: Mw-ies&p 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Sonic 



REMARKS: Formation collaspe from 348' to 530', 290' to 275', 265' to 240', and 215' to 14 5'. INSPECTOR: HK 
Bentonite chips from 330' to 288', 274' to 265', and 241' to 213'. 



MW-16D WELL ip j| 

271 DEEP WELL STICKUP 



GROUND SURFACE 




DEEP RISER 

MATERIAL SCH 80 PVC 
LENGTH 

DIAMETER 



SCREEN 
MATERIAL PVC 



LENGTH 


10' 


DIAMETER 
SLOT 


2V 2 " 
0.010" 



SCREEN 
MATERIAL PVC 



LENGTH 


5' 


DIAMETER 


2 1 /2" 


SLOT 

: 7G/T t-/-> 2 


0.010" 

"IT' 



WELL ID MW-16S 



SHALLOW WELL STICKUP 2.75 



SHALLOW RISER 

MATERIAL SCH 80 PVC 



LENGTH 
DIAMETER 


125 

2V 2 " 


TOP OF BENTONITE 




117 


TOP OF FINE SAND 




-121 


TOP OF SAND PACK 




123 


TOP OF SCREEN 




125 


SAND PACK 

TYPE 






THICKNESS 2" 








BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



135 



137 



341 



349 



351 



355 



SAND PACK 
TYPE 
THICKNESS 







1.25" 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 



360 



364 



395 



boring diameter 5.5" at 373' to 206; 7" at 205 to 85; 10" at 8 X 



ALL ULM I Wi> AWL HLI-LUkNUbU I U UkUUNU UUHI-Aa 



,OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR impact area DATE INSTALLED: 8/27/97 WELL NUMBER: mw-i7s& d 

PROJECT NUMBER: 315000105 DRILLING COMPANY: Maher METHOD: Sonic 

REMARKS: clean sand backfill 0-53 feet. Bentonite from 252-242 feet and INSPECTOR- AM 
305-31 5 feet. 



MW-17D wellid^ A 
2 -65 DEEP WELL STICKUP 



GROUND SURFACE 




DEEP RISER 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 



SHALLOW SCREEN 
MATERIAL SCH 80PVC 



LENGTH 


10 


DIAMETER 
SLOT 


2 1 / 2 " 
0.010" 



DEEP SCREEN 

MATERIAL SCH 80 P VC 

LENGTH 

DIAMETER 

SLOT 



WELL ID MW-17S 



SHALLOW WELL STICKUP 2.81 



SHALLOW RISER 

MATERIAL SCH 80 PVC 



LENGTH 

DIAMETER 


120 
2.5" 


TOP OF BENTONITE 


109.0 


TOP OF FINE SAND 


115.0 


TOP OF SAND PACK 


116.0 


TOP OF SCREEN 


120.0 


SAND PACK 

TYPE 




THICKNESS 2Va" 






BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



130.0 



150.0 



305.0 



315.0 



317.5 



320.0 



SAND PACK 
TYPE 
THICKNESS 







1 v: 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 

BOTTOM OF BORING 
5" 



330.0 



334.0 



360.0 



ALL Li LP I RS ARb kbhtULNCEb 1 G^dUNu 1 sWAcE" 



OGDEN 



well Construction Diagram 



PROJECT NAME: mmr impact area DATE INSTALLED: 9/9/97 WELL NUMBER: mw-iss&d 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Sonic 



REMARKS: Bentonite chips from 300' to 277', formation collapse from 253' to 205', 

bentonite chips from 185' to 205', formation collapse from 46' to 185' , formation 
collapse from 26' to surface. 



INSPECTOR: H.K. 



MW-18D WELL ID ^£ 
2.93 DEEP WELL STICKUP 



GROUND SURFACE 



DEEP RISER 




MATERIAL 

LENGTH 

DIAMETER 



SCREEN 
MATERIAL PVC 



LENGTH 


10.0 


DIAMETER 


2V 2 " 


SLOT 


0.010" 



SCREEN 
MATERIAL PVC 



LENGTH 


10 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 



WELL ID MW-18S 

SHALLOW WELL STICKUP 2.94 



SHALLOW RISER 

MATERIAL SCH 80 PVC 
LENGTH 35 



DIAMETER 

TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



2 1 /2" 



26.0 



30.0 



32.0 



35.0 



SAND PACK 
TYPE 
THICKNESS 







2 1 /2" 




BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



45.0 



46.0 



253.0 



258.0 



261.0 



265.0 



SAND PACK 
TYPE 
THICKNESS 







1V2 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 

BOTTOM OF BORING 
5 1 /2" 



275.0 



277.0 



300.0 



ALL DhPIHs" AKt UhhtklNcbD' IU GROUND JJUKF-'ACE 



,OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR IMPACT area DATE INSTALLED: 11/20/97 WELL NUMBER: mw-i8mi&m 2 
PROJECT NUMBER: 315000103 DRILLING COMPANY: Maher METHOD: Sonic 

REMARKS: 



INSPECTOR: F.E. 



MW-18M1 WELL ID^ ^ 
2-32 DEEP WELL STICKUP 



GROUND SURFACE 




DEEP RISER 
MATERIAL SCH80PVC 
LENGTH 
DIAMETER 



SCREEN 
MATERIAL PVC 



LENGTH 
DIAMETER 



SCREEN 
MATERIAL PVC 



LENGTH 


5 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 



WELL ID MW-18M2 

SHALLOW WELL STICKUP 2.31 



SHALLOW RISER 

MATERIAL SCH 80 PVC 
LENGTH 107 

DIAMETER T/l 



TOPOFBENTONITE 

TOP OF FINE SAND 

TOP OF SAND PACK 

TOP OF SCREEN 

SAND PACK 

TYPE _ _0 

THICKNESS 



BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



SAND PACK 
TYPE 
THICKNESS 







1 v: 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 

BOTTOM OF BORING 
5 1 / 2 " 



100 



103 



105 



107 



2%" 



112 



113 



164 



166 



168 



171 



176 



178 



178 



ALL bbP I Hs 1 AUL- KEPeTEFICED 1 (iUOUNLi s'UrTACe' 



OGDEN 

H H H H H 



Well Construction Diagram 



V- 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 2/25/98 WELL NUMBER: mw-i9s& d 
PROJECT NUMBER: 515000105 DRILLING COMPANY: Maher METHOD: Barber 

REMARKS: 



INSPECTOR: M.P. 



MW-19D well id ^fr 

2 -1° DEEP WELL STICKUP 



WELL ID MW-19S 



GROUND SURFACE 



MATERIAL 
LENGTH 

DIAMETER 



MATERIAL SCH 80 PVC 

LENGTH 

DIAMETER 

SLOT 



SCREEN 



MATERIAL SCH 80 PV C 
LENGTH 5 

DIAMETER 
SLOT 



SHALLOW RISER 

MATERIAL SCH 




2.52 



LENGTH 
DIAMETER 


40.32 

2.5" 


TOP OF BENTONITE 


52.0 


TOP OF FINE SAND 


54.0 


TOP OF SAND PACK 


56.0 


TOP OF SCREEN 


58.0 


SAND PACK 

TYPE ° 




THICKNESS 2W 





2 1 /2" 

0.010" 




BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



48.0 



50.0 



288.0 



290.0 



292.0 



295.0 



SAND PACK 
TYPE 
THICKNESS 







2%" 



BOTTOM OF SCREEN 

BOTTOM OF SAND 
BOTTOM OF BORING 



298.0 



300.0 



309.0 



BORING DIAMETER . 8 " ( from 363' to 205') 



ALL DtP!^ ARE REFtRbNckU 10 GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 9-25-97 WELL NUMBER: M\y-?o s 

PROJECT NUMBER: 3i3000i03 DRILLING COMPANY: maher METHOD: sonic 

REMARKS' Formation collapse from 102-105 feet. 



INSPECTOR: RP 



GROUND SURFACE 



RISER PIPE- 
MATERIAL SCH 80 PVC 
LENGTH 94.6 

DIAMETER 2 l /j" 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 V 2 " 

SLOT 0.010" 






<T~ 



• *t 



BORING DIAMETER 



STICKUP 




TOPOFBENTONITE 



GRAVEL PACK 



2.36 



83 



85 



TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 92 



89 



TYPE #0 




THICKNESS 2 3 / 4 " 




BOTTOM OF SCREEN 


102 


BOTTOM OF BORING 


105 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 9/22/97 WELL NUMBER: mw-2-is&d 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: Sonic 

REMARKS: Bentonjtg chips from 365' to 319' and from 298' to 255, formation collapse fr om INSPECTOR: A.M. 

255' to 178' , formation collapse from 180' to 156' and clean sand from 156' to 

surface. 



MW-21D WEL lid ft 

2.36 DEEP WELL STICKUP 



GROUND SURFACE 




DEEP RISER 
MATERIAL SCH80PVC 
LENGTH 
DIAMETER 



SCREEN 
MATERIAL PVC 



LENGTH 


10.0 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 



SCREEN 
MATERIAL PVC 



LENGTH 


10 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 



WELLID MW-21S 



SHALLOW WELL STICKUP 2.39 



SHALLOW RISER 

MATERIAL SCH 80 PVC 



LENGTH 


164 


DIAMETER 


2.5" 


TOP OF BENTONITE 


156.0 


TOP OF FINE SAND 


160.0 


TOP OF SAND PACK 


162.0 


TOP OF SCREEN 


164.0 


SAND PACK 

TYPE 00 




THICKNESS 2 1 /4" 






BOTTOM OF SCREEN 
BOTTOM OF SAND 



TOP OF BENTONITE 
TOP OF FINE SAND 
TOP OF SAND PACK 
TOP OF SCREEN 



174.0 



180.0 



255.0 



291.0 



300.0 



302.0 



SAND PACK 
TYPE 
THICKNESS 



00 



1 y* 



BORING DIAMETER 



BOTTOM OF SCREEN 

BOTTOM OF SAND 

BOTTOM OF BORING 
5" 



312.0 



319.0 



380.0 



ALL DLPfH's' ARE REFERENCED lo" GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 9-24-97 



PROJECT NUMBER: 313000103 DRILLING COMPANY: maher 



WELL NUMBER: MW-22S 



METHOD: Sonic 



REMARKS: Formation collaspe from 185' to 181' 



INSPECTOR: RP 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 173.4 

DIAMETER 2 {f l 




SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 V : " 

SLOT 0.010" 



<?- 



BORING DIAMETER 



STICKUP 



TOPOFBENTONITE 



GRAVEL PACK 



2.74 



.57 



164 



TOP OF FINE SAND 

TOP OF SAND PACK 

-TOP OF SCREEN 170.5 



168 



TYPE #0 




THICKNESS 2 3 / 4 " 




BOTTOM OF SCREEN 


180.5 


BOTTOM OF BORING 


185 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



Well Construction Diagram 



PROJECT NAME: MMR IMPACT area DATE INSTALLED: 7/29/97 WELL NUMBER: mw-23s&d 
PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher METHOD: sonic 

REMARKS: Bentonite chips from 255' to 235' and 526' to 284'. Formation collapse from INSPECTOR: A.M. 

262.5' to 255', 235' to 132.5', and 113' to 33'. Clean sand from 33' to the surface 



MW-23D wellid^ H 

1-84 DEEP WELL STICKUP 




GROUND SURFACE 



DEEP RISER 

MATERIAL PVC 

LENGTH 

DIAMETER 



272.0 
2 1 /2" 



SCREEN - 
MATERIAL PVC 



LENGTH 


10.0 


DIAMETER 


2 1/ 2 » 


SLOT 


0.010" 



SCREEN 
MATERIAL PVC 



LENGTH 


10 


DIAMETER 


2 1 / 2 " 


SLOT 


0.010" 




V 



BORING DIAMETER 



WELL ID MW-23S 



•SHALLOW WELL STICKUP 1-85 




SHALLOW RISER 

MATERIAL SCH 80 PVC 



LENGTH 

DIAMETER 


122.5 

2.5" 


TOP OF BENTONITE 


113.0 


TOP OF FINE SAND 


116.5 


TOP OF SAND PACK 


119.0 


TOP OF SCREEN 


122.5 


SAND PACK 

TYPE 




THICKNESS 2% 






BOTTOM OF SCREEN 


132.5 


BOTTOM OF SAND 


132.5 


TOP OF BENTONITE 


262.5 


TOP OF FINE SAND 

TOP OF SAND PACK 

TOP OF SCREEN 

SAND PACK 

TYPE 


267.5 
269.5 
272.0 


THICKNESS W* 


rTOM OF SCREEN 


282.0 


FTOM OF SAND 


282.0 


TTOM OF BORING 


326.0 



5" 



t 



ALL DEPTHS' Akb KbhbKbNCbU 10 GROUND s'UrFAcT 



OGDEN 



well Construction Diagram 



PROJECT NAME: MMR IMPACT AREA DATE INSTALLED: 9/17/97 WELL NUMBER: mw-23mi.m2.m3 



PROJECT NUMBER: 313000103 DRILLING COMPANY: Maher 



METHOD: Sonic 



REMARKS: Formation collapse from 216' to 196, from 180' to 163', from 1 48' INSPECTOR: H.K. 
to 115'. clean sand from 115 to surface. 



MW-25M2 INTERMEDIATE WELL ID 
2.55 STICKUP 

MW-25M1 D EEP WELL ID 

2.44 stickup 

ground surface 

deep riser 

MATERIAL SCH 80 PVC 

LENGTH 

DIAMETER 

INTERMEDIATE RISER 
MATERIAL SCH 40 PVC 
LENGTH 
DIAMETER 

SHALLOW SCREEN 

MATERIAL PVC SCH 4J 
LENGTH 5 

DIAMETER 
SLOT 



INTERMEDIATE SCREEN 

MATERIAL PVC SCH 4 

LENGTH 

DIAMETER 

SLOT 

DEEP SCREEN 

MATERIAL SC H 80 PVC 

LENGTH 

DIAMETER 

SLOT 




SHALLOW WELL ID MW-23M3 
STICKUP 2.67 



SHALLOW RISER 

MATERIAL SCH 40 PV C 
LENGTH 156 

DIAMETER 2" 



TOP OF BENTONITE 
TOP OF FINE SAND 



148 



150 




TOP OF SAND PACK 
TOP OF SCREEN 
SAND PACK: 

TYPE . THICKNESS 



154 



156 



2 1/ 2 » 



BOTTOM OF SCREEN 
BOTTOM OF SAND 
TOP OF BENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 

TOP OF SCREEN 
SAND PACK: 

TYPE , THICKNESS 



161 



163 



180 



182 



184 



189 



2 1 /2 



BOTTOM OF SCREEN 
BOTTOM OF SAND 
TOP OF BENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 



194 



196 



216 



220 



223 



TOP OF SCREEN 
SAND PACK 
TYPE 



225 







_ THICKNESS 1 %" 
BOTTOM OF SCREEN 235 



BORING DIAMETER 



• BOTTOM OF SAND 
BOTTOM OF BORING 

5 1 / 2 " 



237 



237 



ALL CEP I Hs" AKt R lFER" httld 1 GROUND' iJUKPACE" 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 10-16-97 



PROJECT NUMBER: 3i3000i03 DRILLING COMPANY: maher 
REMARKS: 



WELL NUMBER: mw-24S 



METHOD: barber 



INSPECTOR: mp 



GROUND SURFACE 



RISER PIPE- 
MATERIAL SCH 80 PVC 
LENGTH 8 

DIAMETER 2 V 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 V : " 

SLOT 0.010" 






<f- 



—^-^7 



BORING DIAMETER 



STICKUP 




GRAVEL PACK 



2.41 



- TOP OF BENTONITE f_ 

TOP OF FINE SAND A _ 

TOP OF SAND PACK 5_ 

- TOP OF SCREEN 6 



TYPE #0 




THICKNESS I 3 / 4 " 




BOTTOM OF SCREEN 


16 


BOTTOM OF BORING 


16.25 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 9-23-97 



PROJECT NUMBER: 3i300oio3 DRILLING COMPANY: maher 

REMARKS: 



WELL NUMBER: MW-25S 



METHOD: barber 



INSPECTOR: mp 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 108 

DIAMETER 2 'V 




STICKUP 



Flush 



SCREEN 



MATERIAL SCH 80 PVC 
LENGTH 10 

DIAMETER 2 V 2 " 



SLOT 



0.010' 



<r- 



***■ 



BORING DIAMETER 



6" 



TOPOFBENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 
- TOP OF SCREEN 



GRAVEL PACK 



102 



104 



106 



108 



TYPE #0 




THICKNESS 2 3 / 4 " 




BOTTOM OF SCREEN 


118 


BOTTOM OF BORING 


120 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: MMR 



DATE INSTALLED: 1/16/98 



WELL NUMBER: mw-26 



PROJECT NUMBER: 313000103 DRILLING COMPANY: D.L.Maher METHOD: Dual Air Rota ry 

REMARKS: Formation collapse from 150' to 139.5' and from 122' to 57'. Clean sand from 57' t o INSPECTOR: BH 

ground surface. 



GROUND SURFACE 



RISER PIPE 



MATERIAL PVC SCH 80 
LENGTH 122' 

DIAMETER 2.5 OD 



SCREEN 



MATERIAL PVC SCH 80 
LENGTH 10' 



DIAMETER 2.5 OD 
SLOT 0.010 





I 



<r- 



STICKUP 




TOP OF FINE SAND 
TOP OF SAND 
-TOP OF SCREEN 



GRAVEL PACK 



Flush 



TOP OF BENTONITE 122 



124 



126.5 



129 



TYPE #0 




THICKNESS 2%" 




BOTTOM OF SCREEN 


139 


BOTTOM OF BORING 


150 



BORING DIAMETER 8" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 10-7-97 



PROJECT NUMBER: 3i3000i03 DRILLING COMPANY: maher 

REMARKS: 



WELL NUMBER: MW-27S 



METHOD: barber 



INSPECTOR: mp 



GROUND SURFACE 



RISER PIPE - 
MATERIAL SCH 80 PVC 
LENGTH 



117 



DIAMETER 



? i 



'2 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 V 2 " 

SLOT 0.010" 






H*-i 



BORING DIAMETER 



STICKUP 



TOP OF BENTONITE 



GRAVEL PACK 



Flush 



111 



113 



TOP OF FINE SAND 

TOP OF SAND PACK 

-TOP OF SCREEN 117 



115 



TYPE #0 




THICKNESS l 3 / 4 " 




BOTTOM OF SCREEN 


127 


BOTTOM OF BORING 


129 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 7-30-97 



WELL NUMBER: mw-28s 



PROJECT NUMBER: 313000103 



DRILLING COMPANY: maher 



REMARKS' Formation collapse to 33 feet, clean sand from 33 to surface 



METHOD: barber 



INSPECTOR: bs 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 
DIAMETER 



95 
2 l/ 2 " 




STICKUP 



FLUSH 



SCREEN - 

MATERIAL SCH 80 PVC 
LENGTH 10 

DIAMETER 2 V 2 " 



SLOT 



0.010" 



. -fh 



BORING DIAMETER 



6" 



TOP OF BENTONITE 

TOP OF FINE SAND 
TOP OF SAND PACK 
-TOP OF SCREEN 



GRAVEL PACK 



88.25 



90.25 



91.75 



95.17 



TYPE #0 




THICKNESS l 3 / 4 " 




BOTTOM OF SCREEN 


105.17 


BOTTOM OF BORING 


110 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr impact area DATE INSTALLED: 8-1-97 



WELL NUMBER: m\v-29S 



METHOD: barber 



PROJECT NUMBER: 3i30ooi03 DRILLING COMPANY: maher 

REMARKS' Formation collapse to 39 feet, clean sand from 39 to surface INSPECTOR: JS 



GROUND SURFACE 



RISER PIPE 
MATERIAL SCH 80 PVC 
LENGTH 98.5 

DIAMETER 2 %" 




STICKUP 



FLUSH 



SCREEN 



MATERIAL SCH 80 PVC 

LENGTH 10 

DIAMETER 2 ■/," 

SLOT 0.010" 



<r~ 



BORINC DIAMETER 



TOPOFBENTONITE 



GRAVEL PACK 



92.5 



94.5 



TOP OF FINE SAND 
TOP OF SAND PACK _ 
-TOP OF SCREEN 98.5 



95.5 



TYPE #0 




THICKNESS l 3 / 4 " 




BOTTOM OF SCREEN 


108.5 


BOTTOM OF BORING 


110 



6" 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



OGDEN 



WELL CONSTRUCTION DIAGRAM 



PROJECT NAME: mmr 



DATE INSTALLED: 10/28/97 



WELL NUMBER: MW-30S 



PROJECT NUMBER: 3i3000io: 



DRILLING COMPANY: Maher 



METHOD: Barber 



REMARKS: Formation collapse from 19' to 5.5', clean sand from 5.5' to surface INSPECTOR: M.Patel 



GROUND SURFACE 



RISER PIPE 

MATERIAL Sch. 80 PVC 
LENGTH '9 

DIAMETER 2.5" 



SCREEN 



MATERIAL Sch. 80 PVC 
LENGTH 10 

DIAMETER 
SLOT 



0.010 






4H- 



STICKUP FLUSH 



-TOP OF BENTONITE 



TOP OF FINE SAND 
TOP OF SAND 
TOP OF SCREEN 



GRAVEL PACK 



BORING DIAMETER 6 - 5 ' 



19 



21 



»3.5 



26 



TYPE #0 




THICKNESS 2" 


BOTTOM OF SCREEN 


36 


BOTTOM OF BORING 


38 



NOTE: ALL DEPTHS ARE REFERENCED TO GROUND SURFACE 



* 



• 



OGDEN 



WELL DEVELOPMENT DATA 



/0-f 7- 



PROJECT NAME: MMfi J^fif±/^ *DAT£ INSTALLED: f'/f' 9 7 WELL NUMBER: ;j__ 

PROJECT NUMBER: 3 / 3<?0°/QJ DEVELOPER: ^ ^~ ' 

REMARKS: 



METHOD: 

OVER PUM PACE 

EAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 



OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 



2-r 



DEPTH OF WELL (b) _j__ j_ _ (ft) 



WATER LEVEL (h) 



WATER COLUMN (b-h) 
WELL VOLUP/IE __ _ 



(ft) 
1 n 



(ft) 

(2=1) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



"URBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



<i -73-17 S\J 



7 as* 



7v.r «£/< 



X|0/>-<-^ 



OffiJ* 



/6./C 



P,~ r rnu. gj 0.3 cm 



i/ 



oW 



7-VV 



^9^/ c ^ 



// 



/5T-4 



SS-J. 



7^4 $G3 M S/c 



c*^ 






2Si'4i 



l.cx 



&.?«SjL 



n 



icr 



_£__] 



(U1 



6 S. 7 vqo/on 



lUVrv 



ia.? 






#S"<J. 



6-37 



lOOqct 



us 



ISO 



6,3fc 

6.4/ 



d37x(V^ /5£/V7V 



f*.« 






III A> 



V 



77,7 ivfu 



_TZ7 



A/r^ 



SCUM 






Q./ 



a./ 



/Ar> 



UUUEN 



WELL DEVELOPMENT DATA 



X o £ c^ 



m a 



PROJECT NAME: ht\k I-?*-* A* DATE INSTALLED: ±/jl/r7 WELL NUMBER: / S 

PROJECT NUMBER: in coo \oZ DEVELOPER: Tl l\. V6 

REMARKS: 



METHOD: 

OVERPUMPACE 

BAILER 



SURGE ELOCK 
AIR LIFT 



SUBMERSIBLE PUMP 
OTHER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT • 7.48 = 

OR FOR 2" WELL- 

(b-h)FT* .16= GAL 



GAL 



WELL PARAMETERS: 



WELL DIAMETER (d) 



1.? 



(in) 



DEPTH OF WELL (b) ll.L.1,0 (ft) 

WATER LEVEL (h) /' ^ -l e ] 1 ft) 

WATER COLUMN (b-h) \OS\ (ft) 
WELL VOLUME ZX t <U \°z\) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATc 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URBIDITY 
(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



7/^/77 



/g'O^ 



4-4i 



SU1m s I^ 4i.3/^ 



/a.* 



*/ 



<:<!i^ 



1/ 



/ fi cj^l 



£,03 



.f7i^S/c^ ^j.j rvrn; 






ti 



20S«.,I 



6^ 



5LrbjnS/c^y 



36.3*w 



12.2' 



llo^J 



C- 



oh 



?(J»S/l~ Z l I.1U t * 



Q 2 0^ C°t fX/ri/c** 



3 3.f»ru 



12. r 
12.2 



OGDEN 



WELL DEVELOPMENT DATA 



/of 2 



m m 



PROJECT NAME:/W^fi^_^l <DATE INSTALLED: tllllll 



WELL NUMBER: lb 



PROJECT NUMBER: 30c£Q£C3 

REMARKS: 



DEVELOPER: 



METHOD: 

OVERPUMPAGE 



BAILER 



SURCE BLOCK 



AIR LIFT 



SUBMERSIBLE PUMP 



(yr\jL<* \~*i^ 



OTr.cR 



UWi^ f 



J. l^-*-l 



I 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 



a.> 



300 



(in) 
.(ft) 



WATER LEVEL (h). 



//>". 96 



13 f- Ql 
li 7C 



WATER COLUMN (b-h) iJLlujLl- ( ft) 

WELL VOLUME j_ jg _Z tail) 



//-> , /> 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



"URBIDITY 

(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



?/tt/f 7 4T A L f/ \/M 7M S/ c ^ 1 tf-Sca U 



AJ 






Qirty 



G~t 



b? 



//6J/M 



off'Sc« It 



/?<> 



t( 



/So 



b±.L 



0*(s 



U>1»S/ C 



•-"l 



// * 



JfoG^L 



&.1f //7.yus/ c ^ 6 <; 9 



VJ-M 



/*/'" 



//■ 



1?0 Q* L 



G-72 



//6./*S/c~ 1T7 




/fi.y 



21?C*L 



6. V 



/U, ]H 5 /- &7& r ^ 



/*■<? 



3ffb L 



7./J 



/// M s / c 



$os^ rL ^ 



/V.7 



// 






390 £*( 



7,0 7 



i/f.ypj/t^ f03P^^ /C.7 



We 60 c 



7,72 
7pL 






ft} ^ r ^ 









OGDEN 



H H B B 



WELL DEVELOPMENT DATA 



H of % 



PROJECT NAME: /ggggffgj A^ DATE INSTALLED: l^jjllZ. WELL NUMBER: AZ) | 
PROJECT NUMBER: 3fS^cO/U DEVELOPER: U -& . 

REMARKS: 



METHOD: 

OVERPUMPAGE 
BAILER 



WELL VOLUME CALCUATJONS: 

3.14* (d 2 /4)FT • (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT ' .16= GAL 



GAL 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 

DEPTH OF WELL (b) 
WATER LEVEL (h) _ 



WATER COLUMN (b-h) 
WELL VOLUME 



(in) 

.(ft) 

.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



"URBIDITY 
CNTU) 



"EMP 
(C) 



COMMENTS/^ 
COLOR 



l/p/^7 



?>~c (u C 



7/2 



//? k^/c. 



fSSJJT** 



//'? 



Qr 



7 



Ph ofoUL W /Jq^mS/c^ (ftf* 



riA. 



///' 



lfo/l7 700 (r«L Q c l$ /277^/c 



3 if^riA 



/10 



// 



V ; V?7 7?v^L 7 07 /iS.&pj/c* 



^A/r<A 



tw 



H S3 IS I a 



WELL DEVELOPMENT DATA 



\<&Z 



PROJECT NAME: ^ffiL£^BtAe » DATE ^STALLED: ffofy? WELL NUMBER: MU-\ J) 

PROJECT NUMBER: 3(1 QQO i03 nFVELOPFP- TL hup*. 

REMARKS: C^„U*,Vg V^h^. a Cor ~J^eLp«~«t -fata/. _ 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 * (d : /4)FT * (b-h)FT * 7 AS = GAL 

OR FOR 2" WELL- for2.S"\Stll: wc\+arc<t\o~f\ # .3&~ VOl. 

(b-h)FT ' .16 = GAL 



WELL PARAMETERS: 



WELL DIAMETER (d) 



3.r 



SUBMERSIBLE PUMP 
OTHER 



DEPTH OF WELL (b) 300' 
WATER LEVEL (h) j/Tjl 

WATER COLUMN (b-h) 1^2 



(in) 
Ati) 






WELL VOLUME V.T* 7.T 



(gil) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



"URBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



lo mm 



to W 



L.^ 



?Ijuj£/c~ 



C 70 A/TU 



u.x 



A'V |,/f (£V*£.) pi^»ip 



ho^\ 



L.zl 



SZaajS/c* 



Hi* fiJTU 



II. I 



i-i'fkt b^o**"! n*zy 



10 U. 



Cfl 



82.1 «S/. 



C*\ 



HQ£ kttu 



us 1 



UOpl 



L.w 



ZZSsjS/i* 



312 mtu 



lo.r 



I* 



u 



./5lQ_j«1 



C- ft" 



flJjfS/cm 



ZQstaJtv 



in 



Xoo<4*L 



LSI 



ZC.ljJS/c^ 



Off Sc*lr 



I/.7 



Will is svrQfv it 






^$0a&\. 



Q.lb 



g 7 7>? ■£"/*- 



±>2StfTu 



11.? 



zoo d ci\: 



l.or 



// 



%&&/ 



7.ai 



Hooycj: 



\o _ LoLo 



^6.:xV^ 



£k. 



ZH^^-Tu 



//«y 



//.* 



gr£ r^/5/U 



<$iahnv 



ZS^Afifc" 



HWtJTv 



III 



3(0^1. 



H.f 



OGDEN 



WELL DEVELOPMENT DATA 7 ctZ 



m S3 


sg a ^ 


i 










■ Biia^_ -— - — — • — — — -__, < 

PROJECT NAME: M£ X^d- /Un atp ^STALLED- ?//1 /f 7 WELL NUMBER: /rfc/-/y 
PROJECT NUMBER: J/3 Ooo /o ? DEVELOPER: 7^, T) ^v^ s Sh*™« ch'n«~ 

REMARKS: 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


lO/lH 


4so<*\ 


(e.1(f 


8S.I W»l 


SSI MTV 


//.o 


Hc(Z.y 


|0/if 5CP*A 


io.'hl 


! fS-lPMS/Crt 


344 NTV 


10-1 


I0/I4 


SSo.t-I ' fa .74 


I '/ ' 


| ? 5 NTl) 


II.0 




// 


£OV 


(o.IpO 


I 


171 A/ry 


l/o.fl 


pI'V (rSP^l C.--71 


' 1 

?(o,2 oov. 


/fStm) 


|/0.fc 


+ 


70W 


6,^ 




IQS MTU 


\ios' 




'/ 


75o J 


^ 


^.7 W^ 


14-0 UTvi 


io.r 




// 


^W- Ifi.ra. 


1 \ 


2£2 /WV 


10.^ 




y) 


£5o«<4 &.S2- 


ftOjxsIa*- 


2.45 AW 


10.7° 


Haz-y 




































































mL 














w 


1 , 













U U U*I1»weD^evelopment data^ 









■l/§5 WELL^DEVELOPMENT; DATA1 ^ '■?*&&? : ? ] f p«W£^: 






PROJECT NAME: ^r YYM fc ^ - DATE INSTALLED: "ifn&^l WELL NUMBER:Mjlp 

PROJECT NUMBER: ^rl^iO^ DEVELOPER: ' /Vp ' ~ "■ " ^ :'; 



REMARKS: 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 

AIR LIFT £ \//rY, 



SUBMERSIBLE PUMP 



OTHER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * . 1 6 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 7. *7 (in) 

DEPTH OF WELL (b) 9-3-*3 (ft) 

WATER LEVEL (h) I 16. 3f (ft) 

WATER COLUMN (b-h) I CF-. 02 (ft) 

WELL VOLUME X~j fgaH 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/, 
COLOR 



l&Jg 3C7 Igg 1^7 ^~ "?•? 



6 lc3u^//f,-« 



1 



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7.74 



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6746 



£.<i '"VHt,-- 



9-Ol' 



1/3 6 



163 



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k 



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IfO 






%3_ 

103 



0^3 



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PROJECT NAME: NMliC 


nATF.TNSTAT.T.Fn 




VELL NUMBER; w 


PROJECT NUMBER^U^cc I 
1 REMARKS: 


V7, DEVELOPER: 


Mwiml. 




"-'-.".- .'v ••. 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


; DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 




%ir 


7,5- e> 


\e>~b 


o%<\ 


e.f 


pi© 


- *' 


^oo 


7,^ 


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~7,5*3 


i?*5 


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g.« 


0># 




3H0 


7.^ 


\81 


021 


{?.? 


i<-\00 


. " . "• '• 


~b50 


~\SL 


103 


0%o 


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"" 1 1 r 




l&a 


Itf 


m 


Oxz 


8.1 


( ( 


• " • *!! 














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v 


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1 






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WELL DEVELOPMENT DATA 



/-*£;? 



PROJECT NAME: ^^y^Ag* DATE INSTALLED: ^"/f'^7 WELL NUMBER: 7g 
PROJECT NUMBER: 2J300Q/63 DEVELOPER: g__J ^~ ^ 

REMARKS: 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 



£l/dC df //£f 



AIR LIF" 



SUBMERSIBLE PUMP 
OTHER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * . 1 6 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



2--* 



/£ 



> 



DEPTH OF WELL (b) 

WATER LEVEL (h) l/^_ ' 7 



.(in) 
.(ft) 



2 5". yj 



WATER COLUMN (b-h) 
WELL VOLUME //' •? 



*■/? 2 7 . 



(221) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



'URBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



v/w/ 



5/ 



J^.L 



757 



//0. ]»*/** oU-ScJt 



/i-5 






J«"flu/^ 



./^ £* i 



7<27 



A> 7 ?> ^^ 



/J. 2 



// 



£<? £« L 



7 3/ 



fo.t*y c 



<~\ 



12.0' 



1m fa 7jt6*c 



6.63 



I21.La\S>/c* 



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Pa. «-y> i ^ e /v <.< /C A :; 

OH 6f , ^/Gr t y 



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4 77 A/71/ 



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7.0! 



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f^Go/. 



67/ 1 



u.w^/; 



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3 £"3 A/TV 



££. W-qS/ c 



•n 



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13-7 



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WELL DEVELOPMENT DATA 



7 0^ 



H S3 


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PROJECT NAMEiMMfi £~pack Aa, 

PROJECT NUMBER: 3nc«,,ot 
RFMAPKS- 


DATE INSTALLED: ?-/V?"7 
DEVELOPER: ^ D, U6. 


WELL NUMBER: / X ' 










METHOD: 

OVEPPU MDArp 


WELL VOLUME CALCUATIONS 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = 
OR FOR 2" WELL- 

(b-h)FT*.16= GAL 


GAL 


BAILER 




SUFGE P 1 nrv 


WELL PARAMETERS: 

WELL DIAMETER Id) ^ A fin) 
DEPTH OF WELL (b) Ikb (ft) 
WATER LEVEL (h) \\S.ll ifti 
WATER COLUMN fb-hl V9-17 ifn 
WELL VOLUME /^ -3 f22.Il 


AIR LIF 


T GvaLlAsk-i* 


SUBME^> RI p Dl !^ D 


OTHER 








DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ # 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


l/23/v 


(70 &.7H 


S7.H A S/c^ 


/fc.3 1V1V 


lift 




■ 1 


Ml 


unS 


Cl.l ^l\^ /c~\ 


3.G" A//V 


13/ 




II 


IIS 


en 


5(c. ^-tf^/c^ 


<2rc>- 3 







tl 


zos 


6.67 


sx ^jt/= -7 


d?.3 




/3J 




ll 


2& 


LSZ 


5^l.om->/c^j 


4i" y 


ar° 




11 


2^ 


U7 


£"5". US/c* 


63. fc 


ix* c 






























i 














1 

















UliDEN 



WELL DEVELOPMENT DATA 



WV.H 



b a 



PROJECT NAME 



: rvi^£ 



_ DATE INSTALLED: J$ Oc±^J WELL MUMBER-.M/Dj 
PROJECT NUMBER: "} \**i&OqO ^ DEVELOPER: ^ C Z 



REMARKS: 



METHOD: 

OVERPUMPAGE 



BAILER 



■fi 



LL 



It 



U ytr, 



f- 



SURGE BLOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT • 7.43 = 

OR FOR 2" WELL- 

(b-h)FT ' .16= GAL 



GAL 



.(in) 



SUBMERSIBLE PUMP 
OTKEZ 



WELL PARAMETERS: 

WELL DIAMETER (d) ± ' ^ 
DEPTH OF WELL (b) rj ifl] 

WATER LEVEL (h) \ZllL22l ifti 
WATER COLUMN (b-h) ^>*7 g (ft; 
WELL VOLUME 3-- 1 7 izzi) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATc 



CUMULATIVE 
VOLUME (gai) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



*tto<n £ 



i, c h' 



V\0(y 



0& SccV-c 



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WELL DEVELOPMENT DATA^ 



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PROJEC 

PROJEC 

REMAJ 


TNAME:' VVWJC nATP tmrtat t Fn- 

:T NUMBER: 1 /V W ? DEVELOPER: 
LKS: 


2 £3 £H?7 WELL NUMBER: A? /L/e^ 


■■ ,'-;,' 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


- 


DATE 


CUMULATIVE 
VOLUME (gal - ) 


pH 


CONDUCTIVITY 


TURBLDITY 
(NTU) 


TEMP 
(C) 


H 


0-I&/Y7 


10 


7.M 


3££ 


</^>3> 


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11 


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373 


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33 


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37 3 


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7.03 


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11-3 






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p'rojec 

PROJEC 

REMAP 


TN^ME: WfL 


DATE TNSTAt TPTV 
$C& DEVELOPER: 


2# Oc^rTl •' WELLNlK 


v '- • ■- •-> ■ « ,v"^' C.-.-v..-': 

/lBER:^:^* 


t-- . 


:T NUMBER: 3/3^5 

JCS: 


■:/VfV>S.;; v V, : 


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DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUKE (gaT) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(Q 




wm 


$0 


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PROJECT NAME: (jj gj /C 



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PROJECT NUMBER: 2(2g^!^2 DEVELOPER: /f £ 



DATE INSTALLED: gg ^t~ ? / i WELLNUMBER^^%' 



REMARKS: 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (sal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(Q 



COMMENTS/ 
COLOR 



0ffM§ 



] S? 



1/1} 



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1 

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WELL DEVELOPMENT DATA 



\ & *L 



a a 



PROJECT NAME: MlfAL 



DATE INSTALLED: 2£ OctTl WELL NUMBER: )%#/ ? 



PROJECT NUMBER: t\JOOO\(rt DEVELOPER: ^°" 
REMARKS: 



METHOD: 

OVERPUMPACE 



EAILER 



SURGE BLOCK 
AIR LIFT . 



tVjU Pu^ s ; 



SUBMERSIBLE PUMP 



i HER 



WELL VOLUME CALCUATIONS: 

3.14 « (d 2 /4)FT * (b-h)FT " 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



£/f 



WELL PARAMETERS: 

WELL DIAMETER Id) __!Hl_i__(ir.) 
DEPTH OF WELL (b) ' fc> O (ft) 

WATER LEVEL fh) /3&/-^ (ft) 

WATER COLUMN (b-h) 2<£djH$—fc) 

WELL VOLUME -5~J (oil) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DA" 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URBIDITY 
(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



Ifey :Xc? i>* ^g^ 21^ /3>l 



e* 



silt) 



h J-^7 



O 



rr ~M Jio 



5€ c ( ft) 



%V 9 wr eJf" 



\ N 



1(7 



7.or 



^m^o\ 5\5 w* 



1 1 



IK 



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123. 



if^ I© 






iL 



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£6? 



ggj l<7,7 






211 



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1A G 



II (14/ f 7 



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100 



N \ 



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1M$ VVi" 



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ill 
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0.0 

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WELL DEVELOPMENT DATA 



-2 o^T. 



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PROJECT NAME: ty\ Art R nATF instat t fh 

PROJECT NUMBER: ?>I^C06| (?^ DEVELOPER: 
REMARKS: 


7 fl &1 T7 W^ 1 - NUMBER: t*^%l+' 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(C) 


UMfl 


WO 


"VM/ 


I->7 


03 £ 


<U 




n fe/T7 


Tfo 


"7*W 


131 


£3^ : 


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'/ 


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-7.3LV 


|V* 


(73o 


j?,T 


i / 


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(sCT 


7^f 


I3"7 


<?ag 


<M 


1 I 


i I 


£2f 


130 


l"^ 


oP^ 


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1 \ 

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( 1 


6f0 


l.X> 


i 37 


o^-£ 


<?,^ 


1/ 
























































































































! 


1 














1 



Of U U VII^ & WELL DEVELOPMENT DATA¥^^^:^^g^- 






PROJECT NAME: ^^1^ - '- : - - DATE INSTALLED: gl J^^^ c " ^ ,WELL NUMBERr.f S 

PROJECT NUMBER: 'bftcnvlo^ DEVELOPER: ^ 

REMARKS: . : 



^>B v/p-yfr^- 



METHOD: 

OVERPUMPAGE 



BAILER 



SURGE BLOCK 

AIR LIFT b\zr( 



SUBMERSIBLE PUMP 



OTHER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 - 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 2 . b fin! 

DEPTH OF WELL (b) P» j / (ft) 

WATER LEVEL (hi I ~$8.~1 (ft) 

WATER COLUMN (b-h) 1 f< "*> (ft) 

WELL VOLUME \j±h (gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/: 
COLOR 



#a*f0 



^p 



7 P7 I ^^~ 



0/# 



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*'-? 






1 



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7.77 



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F-1 



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7.f? 



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WELL DEVELOPMENT DATA 



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PROJECT NAME: (Vt (41 2__ 


DATE INSTALLED: OfX»i1$ WELLNUMBE1 

0\0Q DEVELOPER: V-ir' 




PROJECT NUMBER:!? \7<00 
REMARKS: 


.Ml 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBEDITY 
(NTU) 


TEMP 
(C) 


MiW8 


i>c? 


l.tCP 


\9> 


|c. C ( 


#< 


£"(e« r* 


il ||30 


l.l-o 


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11 


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51 


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WELL DEVELOPMENT DATA 



1 o4 Z 



H B 



PROJECT NAME: A/1 ^ |L 


DATE INSTALLED 


:*«&■, W 


WELLT 


\IUMBER: 


PROJECT NUMBER: M'booolol 
PFMARKS- 


DEVELOPER: /2 6- 


MW >m9- 












METHOD: 

OVERPUMPACE 
BAILEP 


WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 
OR FOR 2" WELL- 

(b-h)FT*.16= GAL 


GAL 


SURGE Bl n T 


WELL PARAMETERS: 

WELL DIAMETER id) 0- ^ 
DEPTH OF WELL (b) 1 1*1 
WATER LEVEL fh) l^^.^l 


(in) 
(ft) 

(ft) 

(ft) 
fean 




AIR LIFT CT/^rk' 
SUBME pq,RI p diimd 


OTHER . 




WATER COl 
WELL VOLL 


.UMN(b-h1 "%■ 1 
ME ^1 








DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 


ftJ«JS 


If 


1.% 


\h'o 


^ 


U 


fUr 


1 


7o 


7-&1 


\f\ 


l^C7 


H 




\ 


3tf 


773 


If 1 


JP- 


8.1 


"Wl/cW 


± 


K 


i.n 


Ifl 


66 


d* 


V \ 


\ 


L \o 


1.6"> 


15 > 


r? 


8. 1 


I I 


1 


^ 


7.6 ^ 


^'7 


Ho 


id 


\ v 


/ 


To 


76 > 


I 1 ?? 


"?(> 


«.1 


cku 


/ 


t<t 


1« 


in 


9-' 


11 


\ - 


1 


60 


"U? 


'.^3 


3,0 


f. «? 


I'- 


4< 


gf 


7,&r 


i«T"> 


Xo 


<?. 1 


ll 



fjj* Vft . ________ 




WELL DEVELOPMENT DATA 



m 



■2.1 



H" H 



.-•-■ ')■■. 



PROJECT NAME:' M^£ piatp fw^tat t ftv 

PROJECT NUMBER: 3fto0fir» DEVELOPER 
REMARKS: 


_ — 

.-'. ' _ ■ - •• • ' r '■-'•'- J_J 

&H Jo °16 WELL NUMBER: 


•S-- ■■-!•: ■ 












1 


DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


^fl 


7o 


7.5-3 


)<r~^ 


11 


8-7 


cW> u '^ 


f 


7<T 


7.f3 


If* 


xo 


fc? 


Cfer 






do 


-7,53 


IO 


11 


£1 


l" \ 






#T 


1b<? 


If ^ 


\<\ 


g. c ( 


1 \ 


l 


TO 


-7,5"7 


If? 


It 


#* 




_T 


15" 


7. fee 


i5T 


14 


1-CP 


M 


II 


lop 


7,r# 


If 4 


(<t 


0.T 


ft 


^ IPS' 


1.9G- 


i<?4 


It 


0.^ 


'v 










1 












1 
i 








































































1 














1 



OGDEN 






WELL DEVELOPMENT DATA 



PROJECT NAME: kMR^ DATE INST ALLED ~Ld3^L=5& WELL NUMBER: yl^ S 

PROJECT NUMBER: ^>L^^r^D(O ^DEVELQPER: M,^^ Uo^ ^.^ ( ^^mJ^j^i^vg 
REMARKS: "Soj^.r^r^ i^)^,^ ~ ^uoc i ; Kp^^^ <C? , i^ [ 



<0 



J=U^ 



ic 



METHOD: 

OVERPUMPAGE 2sZ_ 



BAILER 



SURGE BLOCK 
AIR LIFT V 



SUBMERSIBLE PUMP 



OTHER 



WELL VOLUME.CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 - \ «l£" GAL 



OR FOR 2' WELL- 
(b-h)FT* .16 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) r ~7-~ z £ (in) 

DEPTH OF WELL (b) ^"M" (ft) 

WATER LEVEL fh) M-1 . fs£> (ft) 

WATER COLUMN (b-h) L> ■ Mr~2_ (ft) 
WELL VOLUME _J_±QJ$L___ (gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY* 



TURBIDITY 

CNTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



\13>o 



O 



ia^^ 



&!& 



1^ c 



\T 



^ 



n^ro 



2_ 



6?.<26 



€>1^ 



8^-H 



1 .<\ 



l^LO 



M- 



L? f\l 



G^.'Z- 



^).^" 



^ 



IZ^O 



C* 



k.fc^ 



GpS - I 



c^S.^ 



^ 



llbo 



s 



G> -MM 



C^/2_ 



4G,X 



^ 



l^K? 



io 



\^ 



o 



l"*L, 



V^S" 



o 



-* 









fa.13 



io^- \ 



3>\4 
53.3 



Id 






u 



^ 



ClOo^ 



^t 



WELL DEVELOPMENT DATA 






m ® 


m ^n ^ 














/ 

PROJECT NAME: \A^\(L HATF INSTALLED: ^--"Z^D-*^ WELL NUMBER: U^l_- 

PROJECT NUMBERi^l^ooolcTk DEVELOPER: VAvk-*i tO«^--^^ I^.K^o, 
REMARKS: ^Ui^uuo^ l ^<^_i C^-H Pl^^ ^^> ) 1 


O 




DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 

VOLUMK<aan 


pH 


CONDUCTIVITY 


TURBIDITY 

* (NTU) 


TEMP 


l^bo 


-^l 


1. \£> 


•^?o.\ 


^x,e 


\3> 


Clj6>A£_ 


lS3o 


i4 


7-^.C 


6pS.^ 


w 


I7_."i- 


<*1 


ISSo *Z.Co ' 


1M7- 


kS\£ 


, 1^4- 


12-.I 


M 


L6>io "2.^ 


~?-4?> 


<*<-£. <o 


iX-S - 


IZ.O 


It 










~ 




/ 


! 

i 1 












! ! 

! j 


^ 






1 ! 






! 

! 


i 
i 

1 








j 








1 
1 
i 
1 












1 
1 












I 
























^B 














^ 

















I fc>^ 



OGDEN 



WELL DEVELOPMENT DATA 



E9 a 



PROJECT NAME: HKR^ DATE INSTALLED: "Z^-lq^^ WELL NUMBER HLoVk 

PROJECT NUMBER ^i^DQOlo ^DEVELOPER: MaKUL Po6 6Jr /IO^tVcv^aj^akj 
REMARKS: Z-^'S-I^ - ^><^P VO<=rv-^, 



METHOD: 

OVERPUMPACE 

BAILER 



J 



SURGE BLOCK 



AIR LIFT 



J 



SUBMERSIBLE PUMP 



OTHER 



WELL VOLUME.CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = *5~Q 
OR FOR 2" WELL- 

(b-h)FT * .16 = _j GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) *2- . ^> (in) 

DEPTH OF WELL (b) "i>k "") (ft) 

WATER LEVEL (h) MrC? - l=,5? (ft) 

WATER COLUMN (b-lii Loo «"V— (ft) 
WELL VOLUME ^TlO (gal 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY. 



TURBIDITY 

(MTU) 



TEMP 

(C) 



COMMENTS/ 
COLOR 



Cc^cjo 



O 



(f 



V l°i 



zsM- 



8.^ 






L^-^o 



S^D 



<£L 



in 



u€ 



9-0 



/ 



lO^o 



LOo 



C* 



U^ 



lo^ 



^.S 



Uoo 



ISO 



is. 



IK, 



loo 



^.S 






Ulo 



"TjZ^O 



(- 



\\0 



^4 



i°.\ 



U*ft> 



ZjSO 



C 



(oC 



as - 



lo 



l\oo 



~}.OD 



c* 



lo(^ 



g>o 



(O 



M 



CCio 



V$o 



fe 



V ot? 



^°> 



lo 



Vt 



CUf-o 



U-co 



<• 



vo3 



gC 



Id 



GljooC^ 



^ 



(V=o 



U-Sd 



(o 



V 0( 



£" 



vo 



WELL DEVELOPMENT DATA 



'2of 



PROJECT NAME: VAKAfc- 


DATE INSTALLED 
3010"^ DEVELOPER: K- 


1 

l^lo - ^ <3 WELL NLRvBEPHco^^ 


PROJECT NUMBERS "£oc 
REMARKS: "7^Z"=*>- ^ 




/lO^O^b^^L.. 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


K)ATtE 


CUMULATIVE 
VOLUME (gall 

> 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


iVu> 


Soo 


6 


lo I 


<4l 




di—O^fc^ 


iVto 1 550 


C 


lo \ 






1 
ll 


\^eco\ i^o-o 


£=> 


Loo | , 3>T— 




^LJ^^sQ^. 


i 


1 




u 


| ! 


; 
9^ ^0 


! - j 




^ ' ! ig 




( S^ %oo i (^ . \ 


1 * 




ct 


! 


i 

1 
1 •' 


! 


: 1 

i ! ! 1 




: ! ! 

i 








1 


l 








: 1 1 

! i 






i I 
! 












1 


1 




















i 






T 























OGDEN 



WELL DEVELOPMENT DATA 



X&i 



PROJECT NAME: /^ A I»wh 
PROJECT NUMBER:"* 1 Wc '" ? 


DATE INSTALLED 
DEVELOPER: £ 


: ^M^ 


WELL NUMBER:A^?^ ) 


REMARKS 


. <,<: rf-« IHT- >H o / jjy^xr j^e-1 f-„W^ 












METHOD: 

OVERPUMPACE 
BAILER 


WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 
OR FOR 2" WELL- 

(b-h)FT*.16= GAL 


GAL 


awpr.f p| nry 


WELL PARAMETERS: 

WELL DIAMETER (d) 

DEPTH OF WELL (b) "^ H $~ 

WATER LEVEL (M M "? ' ^ L/ 

WATER COLUMN Cb-M / l H • 5" 
WELL VOLUME "^^ 


(in) 

(ft) 

(ft) 

** (ft) 
(gal) 




AIP ! FT 


SUBMERSIBLE PUMP £"""'£*•< 
OTHER Fs/AC C A+ V,^) 


DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
CNTU) 


TEMP 
r 


ilsl** 


4 


^,66 


^.xte 


(#ol^ 


6 7 .^ 


$»"M £>**-,, 


i 


TO 


"), t> 7 


VO 


%51$ 


&1.V 




i 

i 


he 


10' 


V^ 


lb* 


<,<M 


i- 






>6? 


1 

i 


>. lo 


^^ 


\ i 


*■ V 


i 


^c? 






J.O- 


V ^& 


V 1 


V • 


i 


Sr 


\ 


/ 


1 .(,) 


ILV 


v 1 


{ 1 


i 

l 
1 


°.C) 


^ t tr 


1 ,5~X 


/r* 


\ 1 


v » 


I 
i 
l 


ir 


"?0i 


l , M V 


1 7 o 


v \ 


\ ' 


1 
i 

! 


1 £c? 


?,u 


1^7 


\H(, 


bl\ 


( 1 


i 


; c?r 


-).*!* 


m 


3LI & 


U.fc 


. J 



QODEN 



WELL DEVELOPMENT DATA a ^ ^ 



& 


iv? 


^ sn a 












PROJECT NAME: A/A£ Cw*<T' DATE INSTALLED 

PROJECT NUMBER: 3 W*?l0"? DEVELOPER: ( 
REMARKS: 


1 

3 / V / v ft WELL NUMBERS ^ J f 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (g.al) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 


jv»M 


W° 


""?,*»> 


1 , « L / 


/ <? 4>**rk 


G3, ^ 


l-qtfhrfl 


i 




\"V° 


7iH^ 


/, 1 (^ 


UV4 


\ * 


> - 






v"»>& 


7<H^ 


U G" 7 


1 7.3 


v \ 


c/ *«^ 






IHO 


w 


U"? 


Cp ^s ' ^ 


! V> 






\C0 


^ c 


.-.-" 


Wl o 








\ t>o 


V < 


i.v 


M^.\ 


1 ^ 




n 


no 


\ * 


I V 


1^,7 


v. > 


t J 




I* "2.MH 


i.iv 


^q -f 


" 1 v. 




1 


\10 


LIS 


\. >* 


W.f 


- ! - 




J ^-00 


\ i 


\,^ c? 


/O ,<, 


$ ' 1 i . 


V\0 


v « 


c ( 


1 •*' 






i.^0 


\ • 


1 .1 c, 


$.rf 


V. ( 




^0 


1M 


V V 


(p ,i' 


*U 


\ ' 




^40 


\ \ 


I.O 


& 31 


t V 


*- \ 




^<,o 


\ v 


^ « 


^./-■K 


V v 


,. * 














J 



OGDEN 



WELL DEVELOPMENT DATA 



I oV^ 



PROJECT NAME: AM P**^ 
PROJECT NUMBER: ?<"> cooio? 


DATE INSTALLED: I' 1 //* 3 
DEVELOPER: Aa* /° 


WELL NUMBER: mu/3/M^ 














METHOD: 

OVER PUM PACE 
RAILER 




WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 
OR FOR 2" WELL- 

(b-h)FT*.16= GAL 


GAL 


SURGE B 1 i" 1 ™ 


WELL PARAMETERS: 

WELL DIAMETER M ^ ' ^ 


(in) 
(ft) 

(ft) 

If 

(ft) 

(gal) 




AIR LIFT 






SUBMERSIBLE PUMP ^ 
OTHER 


~. M £^ 7 


UtPI H Ur v 
WATER LEV 

WATER COl 
WELL VOLL 


VCLL (Dl i i J 

ELM H^.M 

.UMN(b-h) ,1 ~ ) " 
ME ^ ^ 








DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 
** 6 1 c #i 


TURBIDITY 
CNTU) 


TEMP 


"MhK* 


MO 


Tff 


^.H V 


Gk^ 


O-l 


^''^/A^^ 


t 


Hf 


V < 


^•^V 


•5 «"? 


i>~?.( 


t < 






T5 


■\.V) 


^< * 1 


4^ 


fcfc.5" 


( i 






j'r 


">.u 


"Xc [} 


4^ 4 


&r.? 


< ( 






to 


l.loO 


Xi*\k 


4^ 


i * 


< < 






(*^ 


7- 4 7 


^c")1 


?n 


<. *. 


< « 






^0 


M 


"V^o 


>$i 


L ' 


r « 






~^S" 


l V 


•y^K 


m 


i ^ 


■' ''",«.* 

*.;> 




£0 


xsi 


"Y^T 


\*1 


U-\ 


S'< y lf- Sr,";f. 


4 


vS" 


> (*\ 


-vo 


V$L? 


\ 

v. 


s ''^ ^ 



OGDEN 

m m m m ®& 



WELL DEVELOPMENT DATA 



Xo\^ 



PROJECT NAME: /W* fr^a c A nATF ^t at t ftv 3 J V / 4 ? WELL NUMBER:^ "^ 

PROJECT NUMBER:! \ ^ Coc )0 ? DEVELOPER: Rj* P 
REMARKS: 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal") 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 




(\ 


l.i\ 


^U 


7(r-| 


kktl 


C ( r * /^ 


ir 


v c 


* W 5~ 


(>i'A 


6<f.j> 


< « 




\ CO 


^.5fr 


"?, 1 ^ 


51.3 


fcS".S 


* # 


! "5" 1 ^ 


lr£ , 


7?< * 


d>>,^ 


* 




\)0 


7 M, 


!.*<< 


^ 6 


Hf 


» . > 


l>5 

i 


i.i 1 


\ i 


*0 


60. ** 


i , 


! ^ p \i.ri 


i ^ 


1,8' 


yf.s> 


t 


\ > l| ° kvfc 


■a..°'Y 10,3 


< ( 


< 


i \so 

i 


V t 


.< 


4.r >> 


* ( 


» V 


I Ho 1 »' 

1 1 


l.il 


^.7? 


t < 


( > 


o K*i 


»> i 


^6| 


i * 


1 V 


i S 7 <? 


v$ 


"^v^ 


6,?> 


6/,? 


\ 


\\0 

i 


■^1 


1 


6?v 


I , 


i 

I ^ oo 

I 


7.VT 


v v 


Hi 


£«>.£ 


t < 

1 




1)0 


\ v 


i>^ 


S"*&t 


< < 


( 

< 


W o 


-)."bQ 


*' b "3 | y,7i 


6 a. r 


• *. 



^7C? 



v I 



7.^ 



.** 









OCDEN 



WELL DEVELOPMENT DATA 



\ cV Z. 



m m 



PROJECT l\]AME:X~ r ,f An-*, DATE INSTALLED: g/fg/T7 WELL NUMBER: V 

PROJECT NUMBER: 3/? ooc foi DEVELOPER: ~T7- D^ 

REMARKS: P^r I ej} 



METHOD: 

OVERPUMPAGE 

BAILER 



SURGE BLOCK 



AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = /• 7S~ 

0R F0R 2 " WELL - 2r^cc/v*n - z-s wtf // 



GAL 



(b-h)FT* .16 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



D.S 



(in) 



SUBMERSIBLE PU 



s i21 1 

mp gggiggsfl 

OTHER fe^pficetih* Wa4*r& 



DEPTH OF WELL (b) ifC.'fo (ft) 

WATER LEVEL (h) f3?.l? J3*M ftl 
WATER COLUMN (b-h) 7.3*1 (ft) 
WELL VOLUME {• 75* (sal] 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(Q 



COMMENTS/ 
COLOR 



i/i/r. 



L ac^j 



S.11 



U.1*S/cm l^tJTV 



11.3 C 



Est. r«fc \. £gp>n 



IH 



£33 



O.f 



//G.lA/Tl* 



IU2C 



-Cro« U/a+r«^» /3~>»/» 



iOQl 



5T.3 4 / 



£2.1 



73XNTV 



n.ic 



*£*«/. 



5".«r& 



61.7 



&&7A/T1/ 



//.*?£ 



m pftmettr 



36 a*i/ 



6.S"5 



a. 3 



n.3 vrt/ 



//.S"6 



Wfl 



y-tf 



70. r 



X7.1NTV 



iU°C 






5"0a«/ 



£57 



£*?.(> 



a.ffjun- 



Wc 



SY 



7<tl 



s~.rr 



67. 1 / 



tf.JOTt; 



/<£</£ 



■to tfrr. /. $p~i 



h 



7^1 



S".ST 

5.^ 






5. H^m 



n.?°c 



aSc 



Ufa'Uti 

§3 9 S3 l 



WELL DEVELOPMENT DATA £ oVz 



PROJECT NAME: J-yarf Art* DATE INSTALLED: <Sr(lsh') WELL NUMBER:_i 



PROJECT NUMBER: l\l 060 10 5 DEVELOPER: 1 
REMARKS: /W W 3 


,u, Dwyf/ 


> 




* 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH • 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


ihln 


- 


sst 


GC.0M£fc*> 


4 .tf itfru 


arc 


CT/ia po+\pi'*i 














' 1 v 








































: 














< 


























































--.. 




, 














































X '- 








■ - ■ ; 


. ■' "v 


v "*'.'•'"'. -- '■■'■: •'■'"■ 






( 






















*. * 









OGDEN 



WELL DEVELOPMENT DATA 



) oVz. 



H EH 



PROJECT NAME:T^ r ,i A^ DATE INSTALLED: g//g/?7 WELL NUMBER: V 



PROJECT NUMBER: 31? QQO lc? DEVELOPER: 77* D^y^ 
REMARKS: P«<^ / Q /^ 



METHOD: 

OVERPUMPAGE 
BAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = /• 7S~ 
OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 






SURGE BLOCK 
AIR LIFT 



&**}{•* LP \ 

SUBMERSIBLE PUMP \*Z*£I$*Z!& 
OTHER feo'f'cetih* Wa4er& 



WELL PARAMETERS: 

WELL DIAMETER (d) 



2.S 



(in) 



DEPTH OF WELL (b) _W»i2A_ (ft) 
WATER LEVEL (h) °-{3 £ rr$9- jj^Q ft) 

WATER COLUMN (b-h) 7.31 (ft) 
WELL VOLUME /• 75" (gal] 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



'EMP 
(C) 



COMMENTS/ 
COLOR 



i/f/r. 



(* qt\\ 



s.v\ 



U(o.^ *$ c« 



Wl tJTV 



ufc 



L<'jhi Brawn 
Est. r*rfc I. &$p*n 



/H 



£33 



O.f 



lU.lNJO 



life 



■6-ow \*/c>+t*~* p-*mfk 



iOq«J 



s.w 



42.1 



73XNTV 



nfc 



***L 



5SG 



01.7 



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nfc 



7* p}1i*et*r 



36a«i| 



6.^5 



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7c?.r 



X7.3WU 



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WELL DEVELOPMENT DATA &<&t 



a a 


m m b 










PROJECT NAME: l^^dc Art* nATF. INSTALLED: <2r[\*fal WELL NUMBER: 4 ' 
PROJECT NUMBER: HZ 060 101 DEVELOPER: TTv* D wy<^ 
REMARKS: &«« W2 


■ — / 






DEVELOPMEiNT LOG 


WATER QUALTTY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(Q 


ifiln 


^3-5«|l 


s.% 


GC.O M£fc*> 


H .<Zf vru 


arc 


£: /«* p^*^/,^ 














I 1 V 






































V 


























































































































% 




1 














(I 










- — 







PROJECT NAME: " jA W\ f&^ >^ DATE INSTALLED: \% IJ.jT) \ WELL NUMBER JH^g^ 



PROJECT NUMBER: j^2Cg2lg3 DEVELOPER:. 
REMARKS: 



£-A 



^MBER: ^^^ ; 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 



AIR LIFT 



SUBMERSIBLE PUMP _ 
OTHER &£ck (w f 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 - 

OR FOR 2" WELL- 

(b-h)FT * .16 - GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



%5_ 



(in) 

DEPTH OF WELL (b) / g- % (ft) 

WATER LEVEL (h) \\ L }.11. (ft) 
WATER COLUMN (b-h) \H^% (ft) 
WELL VOLUME _^L^£___ (gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 

(C) 



COMMENTS/' 
COLOR 



7\c 



ViM$ 



^o 



151 



)t>t 



m 



1.1 



bf0Vk[c(cuJy 



h 



3e 



7.% 



\1Q 



674 f-o 



■CHlO 



' / 



K 



£#T0 14$ /■?£ 



(>ix 



1.0 



ufa 



it 



IV 



LC? 



1-10 



(U 



i^c S.f 



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\l 



0<? 



IX 



1*>C 



trUr sc4<_ 1,0 



t\ao 



#vWwh 



1 1 



\Vo 



7.1 



h< 



cM- 



<CcA4*- 



l.o 



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JpHp^jsilty 



l\0 



i.m 



76 



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£5 / 



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0,1* 



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M 

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WELL DEVELOPMENT DATA ? £U 



--a —a 


B3 a a 










■■■■■ £ • V.'.". • '■*' '\ 


PROJECT NAME: flM< 


DATE INSTALLED 
lo*? DEVELOPER: 


ofc, «n • v 


AELL NUMBER: ""' 


PROJECT NUMBER: 3i5^y 
REMARKS: 


/f?^ 














DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gaD 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


Al^g 


Hf 


ail 


) n 


3 3< 


<n.o 




f 


IfC 


0.0?- 


133 


340- 


%G 


it 


I 


Iff 


8.l| 


'V> 


W 


°\.v 


1 V 




I6f 


&-<?! 


(33 


Ai.-a; 


c l o 


i * 


\ \ hr 


P.C3 


IV> 


n 4. 


°l.O 


C'Ctt/y , 


i 


100 


g-,4? 


iv*? 


fff 


I* 


1 ' 


i 


i^; 


0,O 


133 


I* 1 / 


c \.o 


( [ 




/fs- 


S.cj 


'^ 


h~i 


c io 


». ' 




1A-) 


<>"3 


(U 


to 


■N 


/ 


^■10 


frei 


!*> 


lit 


c iu 


» \ 


i 


>\r 


3.M 


137 


iH~> 


^0 


i i 


"ieSSktflB 


l^j 


$.d\ 


W 


H?-r 


°l. X 






Vbo 


8, o> 


i^3 


l\< 


4, o 


<S lotjoy 




2-10 


1M 


/M 


^ s ~ 


ro 


U 






i^3 


XoO 


1.0 






1 




1 


J 



WELL DEVELOPMENT DATA ^S-iK 



■cva^a >-■-'■ a 






i 


PRO! 


EC 


T NAME: |1l M £ nATF tnstat t fty 

IT NUMBER: 3 ttfctfol c 3 DEVELOPER: 

LKS: 


/e.6- 


iiBER^^® 


'.'■'. 


PROJEC 

REMAP 


/VAM/5T5 


V, 
















DEVELOPMENT LOG 




WATER QUALITY 




comments/ 

COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(Q 




fe&1j0 


He 


0,16 


l^>3 


/*/3 


<?.£> 


It**? 

C 'C\Aeiy 




r 


3.^ 


^.«n 


133 


113- 


f.0 


( I 






J#c? 


0.<3fe 


IV3 


iHfe 


^.O 


(1 




\ 


1°IT 


Ba( 


|-*"3 


n? 


<A.O 


1 1 






^f 


8,01 


113 


1 HI 


H-0 


I N : 


1 


i 




3>^ 


e.04 


)V3 


1 

136 


H.O 


' * 




/ 


* ^ 


6.M 


i "5"^ 


13) 


(\.0 


i i 




/ 


3*10 


0.10 


IT> 


,33 


\0 






- h J0 


«.<?g 


(33 


121 


°LP 














1 




















• 












1 




































1 

































ffc 




'O' ^ m ', ■ mm • I 



WELL DEVELOPMENT DATA 



\ 6^ Z 



w$-*?/*' ■"■■■•■ "• 

"project 


NAME: fVjynt 
NUMBER: 3l3t7«^f0^ 


DATE INSTALLEI 
DEVELOPER: 


3: 


WELL 


■ -r 

NUMBER: 


PROJECT 
REMARK* 


£i= 


MWfp 












METHOD: 

t OVERPUMPACE 
RAII FP 




WELL VOLUME < 

3.14 * (d 2 /4)FT * (I 
OR FOR 2" WELL- 
(b-h)FT* .16 = 


:alcuations 

>-!i)FT * 7.48 « 


: 


GAL 


GAL 










SUPOF Rl O^K 


WELL PARAMETERS: 

WELL DIAMETER fd) 3> . *? ■ 
DEPTH OF WELL (b) 'b'iO 
WATER LEVEL (h> W^Al 
WATER COLUMN (b-h) >^W. 
WELL VOLUME ~ 3& 


(in) 

(tt) 

(11) 

^ (ft) 
(gal) 


AIR LIFT hMAC 

■' SUBMEP^ IRI p diimd 


OTHER 






DEVELOPMENT LOG: 


WATER QUALITY: 


. COMMENTS/ > 


'..DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(Q 


COLOR 


fcmfi 


Ho 


1.80 


1 \L 


bH-scak 


lo.-f 




i v 


So 


131 


l/f 


ML 


\o.u 




( i 


no 


M 


i<r 


C4.1 


\o,\ 




\ v 


1*0 


9M 


i/f 


->">./ 


10,0 


1 »" 3 -* 
I ( 


.... . i. v . 


- lia 


&0<[ 


i/f • 


21.7 


lO.o 




11 


3*3^ 


&p\ 


nr 


r^^ 


(0. C 


I too 
ft 


&i$Mt 


210 


9,o-> 


nr 


%>.e 


\ao 


Cb'cc 

Cfcar 




*>\o 


$.01 


i if 


17* 


\o,o 


eft* 

■ i I 


• . ■ 


^<fo 


°o.0\ 


Z/5" 


u^ 


Ida 




•'"•.' ■ ' • 


3W 


lAb 


IK 


/f. > 


{0.0 





#?&?$■?*■ 



ra u 



WELL DEVELOPMENT DATA- ^&M 

■'•*-■- .'».'.-iVi. i--.-: *',.-,■' 



PROJECT NAME: 


fW|£ 


DATE INSTALLED: 
AC? DEVELOPER: 


. w 


fELLNLR 


vffiER:'" S-SI 


PROJECT NUMBER: ^ 1 Stfa 
REMARKS: 


&■ 


■wro ■■ ' 


: :. J ! ' 










DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY' 
(NTU) 


TEMP 

(C) 


6ff4lf> 


L (W 


7.W 


hr 


h-3 


\do 


Clear 


l< 


Hio 


"7 -ft 


t(T 


l|./ 


(0-0 


1, '" , " 


1 > 


9(0 


8.oo 


l/f 


#.? 


[O.o 


r 


1 f 


%~o 


A {71 


!/T 


l-.H 


(O.Q 


' 1 


1 ' 


fr 


£.0? 


l/S 


1-1 


(O.o 




ll 


boo 


"7.15 


ll* 


1J 


[o.o 


1 * 






















\ 


























i 
















• 








































„ 































V-'' A* '» i* ' •* * « *. * .' * 



(J1SDEN 



U^5, 



WELL DEVELOPMENT DATA 



V" ;'■••' 


.PROJECT 


NAME: /^£- 
NUMBER:3 |fa^/C?> 


DATE INSTALLEf 
DEVELOPER: 


): 


WELL 


NUMBER: 




•PROJECT 
REMARKS 


fc(r 


(*WTM± 


■■ /,;> 








'-»» 


METHOD: 

vOVERPUMPAGE 
' RAN FP 




WELL VOLUME ( 

3.14 • (d 2 /4)FT*(t 
OR FOR 2" WELL- 
(b-h)FT* .16 = 


:ALCUATIONS: 

>-h)FT • 7.48 = 


GAL 


"*;••'■' 


GAL 






SURGE E 

AIR LIF 

;•• SUBMER 
OTHER 


\\r\cy 


WELL PARAMETERS: 

WELL DIAMETER (d) Qj£ (in) 
DEPTH OF WELL (b) 1 I ^ fill 
WATER LEVEL (h) ) IT* 1% (ft) 




SIBLE PUMP 










WATER CO 
WELL VOL! 


LUMN (b-h) C l C l. < ()9) (ft) 
JME ~~J-'T fgal) 














DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 




DATE ' 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 




%\W 


7< 


ISC 


108 


Q L l & 


to* 


C\rc*r 




r- 


fo 


1#5 


1(77 


■yx 7 


M- 


\ I 




J~ 


&D 


ISI 


(£<£ 


0?<7 


10 










nc 


74C 


101 


HCJ 


*/ 


cifar 


.... 


\ 


- (DO 


1-V) 


|0? 


m.\ 


10. 


i v 




\ 


\>f 


toy 


I08 


}1-'i 


«/ 


1 1 




m . 


\fo 


$■1} 


/07 


W(, 


to 6? 


PfOwA (levity 




■ \ 


nr 


SM 


1^7 


n>& 


/ac 


clear" 




•*L. 




■}o0 


0.H 


/c97 


u, ^ 


la I 


i 
1 1 


;-■' 


mm 


>><f 


8-03 


[(7-7 


7,^ 


\o,o 


\ i 



' r,\ 



WELL DEVELOPMENT DATA ^o*? 



;-;fa^a 


m ' a a 






* ' • : • 


i\ 


-■■:.' ?*&•*%$?& 


PROJECT NAME: (A j*\ f hatf tnstat t fty 


w 


HELL Nil* 
ft\ i 


tfBER:' : *$'^3 


PROJECT NUMBER: ~> ( 3 C?£?c?/t?J DEVELOPER: 
REMARKS: 


fip 


v 5>ij_ 


1 .• -.. :■'■ ' 






DEVELOPMENT LOG 


WATER QUALITY 




COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(Q 


y^\% 




0-# 


Ml 


I. ( 


\0.O 




^ o 


i ■ 


?7^r 


B.oi 


(ol 


£.£? 


[0.0. 


\ i 










i 












l 

I 
















- 












\ 
























i 


























| 


























i 










— — - ■ ■ — ... 



















































f v. * 



r -Sa 5 



: m 



OttDEN 



WELL DEVELOPMENT DATA 



\ £ -I 



: " PROJECT NAME: f\Af/[fl 


DATE INSTALLEI 
DEVELOPER: J 


3: 


WELL 


■ — t^ 

NUMBER: 


PROJECT NUMBER: *}|"y3M/<?~5> 
RFMARKS- 


?P 


^U/FM^ 


: i • .; : .;•..: 








METHOD: 

•■ OVERPUMPAGE 
RAILFJR 


WELL VOLUME 1 

3.14 * (d 2 /4)FT*(l 
OR FOR 2- WELL- 
(b-li)FT* .16 = 


CALCUATIONS: 

>h)FT * 7.48 = 


GAL 


GAL 






■ silPfrF Rl OCK 


WELL PARAMETERS: 

WELL DIAMETER (d) 0- /. Cm) 
DEPTH OF WELL (b) / / 7 (It) 
WATER LEVEL (li) HH'Grjf (ft) 




AIR LIFT U LZfi C 

SUBMEP^ IPI p diimd 


OTHER 




WATER CO 
WELL VOL! 


LUMIM (b-h) (o0„\\ m 
JME ^ f£~ (gal) 






DEVELOPMENT LOG: 


WATER QUALITY: 


. COMMENTS/ <« 


DATE ' 

t 

V 

( 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


COLOR 


sfartfl 


16" 


l?t 


\0f) 


^/ 


fe<? 


^r^^ti 


v l 


36? 


7,f^ 


\vl 


>* 


|£-^ 


£k'»/t J <j,*y 


••■ 4 


Hr 


7/H 


[01 


73,4 


lao 


C ifariy ^p 


'• v \ 


So 


a^i 


101 


T57 


!<« 




...1....V.V-. .'. 


-<oO 


7. to 


10 "7 . 


5yi 


/# 


Clo^c/y 


."" < c 


."76- 


7<U 


Ic?~7 


157- 


[O.O 




$&'# 


C W 


i.W 


I«T1 


\>\ 


\ld 


r hi/Iff*./ 


-• 1 \ ■'■ 


ICT 


a» 


(0"? 


60. (o 


lo.O 


WW 


• : : P\ .'• 


■ 13-0 


7.1> 


1.07 


Hi. 1 


[0.0 


4,1 L» 

i » \ 


v ;iv ■;' 


i^r 


1.W 


|0i 


it, 3 


10. o 


v l 







•^ia^H^Ea^E u 



,WELbDEVEUO^MENliDATAliS» 



PROJECT NAME: jMjj ft 



DATE INSTALLED: 

PROJECT NUMBER: 3/^frV 0~b DEVELOPER: fl (r~ 



': :-i. 



REMARKS: 

:i -v' rj.\. 



WELL ? NUMBER: ^^ 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (30!) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(Q 



COMMENTS/ 
COLOR 



">hW 



ifo 



1M 



I07 



^. / 



tec; 



c/ 



fc/f 



<^ r 



l ! 



Ifrf 7^/ 



c9-7 



>rA 



la o 



1 1 



\ >. 



v V 



I fi £7 1. 



c 



Mfl e.o] 

200 h, n 



107 



(01 



7.0.1 

■xo, g- 



U0.0 



/#.<? ' ' 



Mao " 



OGDEN 



WELL DEVELOPMENT DATA 



eb a 



PROJECT NAME: flflg I^od- /W« DATE INSTALLED: <?-3lS-T7 WELL NUMBER:£(S) 

PROJECT NUMBER: 2(3000(03 DEVELOPER: 17^ D^</ 

REMARKS: Coarse poJt.-\ike agJcjggggj VJertemat 30'ihfgn*/, Ue&*< c\e*rA ytA&ly ot+eswa'A. 



tZ 



METHOD: 

OVERPUMPAGE 
BAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = GAL 

OR FOR 2" WELL- %£ W*l| - . 3 5" * ce J "•■■»• ^J*- 

(b-h)FT • .16 = GAL 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 

OTHER wf&esa. r#c.;po'cA+"j 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 



xr 



ilk. 



WATER LEVEL (h) /gjM/ 
WATER COLUMN (b-h) £. 6 



(in) 
.(ft) 
.(ft) 
. (ft) 



WELL VOLUME 



U£_ 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URBIDITY 

(NTU) 



"EMP 
(Q 



COMMENTS/ 
COLOR 



io->v 



10 Gal. 



C.oi 



IOI.HjuS/c* OffSmle 



I1U 



•U/crffO" Flo* mt* 



20Gc 



£xo. 



(*t>.7sj£fc~> 30ft mi/ 



IU7°C 



est-'**mie .'s 



II 



lOCa\, 



S:7G 



LK^jfitc* 2 7} A/TV 



a.ol 



h 



loc*!. 



£.7* 



7H-U^ 



O-HIntl/ 



13.70 



Li-fin Sawv H*zy 



// 



foe*!- 



S.tf 



loS.lqUc**) 



(cJONTV 



lose 



Clear 



(*0Ga\ 



(0,0(0 



CH<C>m£/< 



Cp* 



w 7.3>Sa/tv 



\0M°C 



II 



70 Gal. 



£~.<?7 



CH.fjjS/c* 



7. ID A/TV 



iu'c 



fie* 



II 



%ou 



G.07 



GH.^jjj£/c^ 



(o.ISnto 



I0.5° C 



OGDEN 



WELL DEVELOPMENT DATA 



\ e>V z. 



■ 



a b 9 



PROJECT NAME: X^padiA^L— DATE INSTALLED: g/^A? WELL NUMBER: /%/--> 

PROJECT NUMBER: 2I3Q43/03 DFVELOPER: /.^ Dwy<^ 

REMARKS: PojfA . 



METHOD: 

OVERPUMPAGE 
BAILER 



WELL VOLUME CALCUATIONS: 1. lT 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = -3^* GAL 

OR FOR 2" WELL- ., ^ r , 




OODEN 



WELL DEVELOPMENT DATA "X A't 



£3 



PROJECT NAME: Iw/wct / 

PROJECT NUMBER: J 1 3 oo 
REMARKS: Pa«e,X 


W<( DATE INSTALLED 
o \o1 DEVELOPER: J 


i 

• s/o.4 /?7 WE 1 - 1 NUMBER: /•/U-^ 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


1 CUMULATIVE 
DATE j VOLUME (gall 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


ifew sou 


6.7V 


8X7 


$?<a /VTV 


/3.0° c 


brown 


" ! £*>!. 


! G.^l 


73.o 


V^6 A/Tf 


//•£°c 


£h Cjql. 


G.3H 


7/. 6 


2zoMtv 


L/.5-°C 


i 




6.3^ 


blA 


\LrNT0 


i 

1 o 


i 


G.33 


73.31 


11S~/VTU 


«Vc 




c 


/35o*|. 


6.3* 


7^.7 


Z^/VTU 


/11,3 c 


//aev 


;/ 


/</$>,!. 


6-3i 


7X3 


LHNTU 


/V. 7 c 




<i 


/rr^i. 


C.^i 


72.// 


Z&NTU 


1 ftl. /Dv/^» rtrff 

W.7°cl • 7 J/»~ 


/f 


/ w^i, 


U7 


7M 


£l HTv 


It. 7C 




// 


/TO sa|. 


6jr 


70-* 


H3NTV 


;y.vc 




/( 


175-^1. 


Oo 


71. r 


35" A/rv 


IH.6 




V 


fSTO^l. 


£.33 


W 


3/.a 


«J 




n 


/^V' 


Q.rh 


^ 


30.1 


/«u 




V 


\°i0^\ 


6.3S- 


6<?.3 


3T7 


iVA 














r 

















OGDEN 



WELL DEVELOPMENT DATA 



\ oV?, 



m m 



PROJECT NAME: J^t A*« ■ DATE INSTALLED: gj/Wg? WELL NUMBER: /V? 
PROJECT NUMBER: 3|3o^_[0I_ DEVELOPER: />~ Dwy*y 

REMARKS: _A^lafe 







OGDEN 



WELL DEVELOPMENT DATA 



SuVZ 



■:$ 98 



m 



PROJECT NAME: Xnpact /W<f HATF. INSTALLED: zl±L hi WELL NUMBER: ftu- \ ■ 

Skull ' 9 w 

PROJECT NUMBER: J 1 3 c** to 3 DEVELOPER: 77_ £ ^// 
REMARKS: ^1 U 


: — *" 




DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal} 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(Q 


^A? 


sou 


6.7V 


?X7 


£4* /Vri/ 


/3.0° c 


brown 


w 


CSyA. 


t.4| 


73.o 


v^6 a/tv 


//• £ °c 




;/ 


^S c^oA. 


<*.3H 


7/. 6 


2ro A/n; 


Jh^C 




V 


lOOgikl \&^ 


fc1.* 


IQrMTO 


llic 




'e 


//SW- 


6.33 


73.31 


1\S~NTV 




/3fj4. 


6.** 


7X7 


P\NTV 


it 

/ < /.3c // a2V 


// 


/V^l. 


6.3V 


7X3 


6va/tv 


/V.7c 




" 


/rr^i. 


C^l 


7M 


5£atv 


W.7°<- 


fir». pvmf fit? 


I 


U7 


7/./ 


•T/ tf Tu 




!i.7c 




/( 


TOjwI. 


6jr 


70-* 


V3/vTu 


/y.vc 




/< 


17*1*1. 


Oo 


71. r 


35" a/tv 


/V. 6 




7 


180 9^1. 


£.33 


4*7./ 


3J.3L 


/v./ 




fi 


fitful 


6.>3 


6*.5* 


30./ 


/v.a 




1/ 


110^,1 


6.3S- 


6^.3 


a?.7 


iV-* 
















( 












1 



OGDEN 



WELL DEVELOPMENT DATA 



UV 7. 



S3 3 



PROJECT NAME: X*^ Art* DATE INSTALLED: j^t/l^ WELL NUMBER: /J/U/? 
PROJECT NUMBER: 313 Qgd/c?3 DEVELOPER: "Hwi Dwy^ 



REMARKS: 



METHOD: 

OVERPUMPAGE 



WELL VOLUME CALCUATIONS: JO £0/> 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = "%"3~ GAL 



EAILER 



SURGE BLOCK 

AIR LIFT /Wbfr/£v«c.p^f 

SUBMERSIBLE PUMP &W £»S — 
OTHER 



OR FOR 2" WELL- 
(b-h)FT* .16 



a 1 /* -.a^col* 



mn 



GAL 



a.fT 



WELL PARAMETERS: 

WELL DIAMETER (d) _ 
DEPTH OF WELL (bi -37^ 
WATER LEVEL (h) 



lof 



WATER COLUMN (b-h) 3,37 
WE L L VO LU M E % ? 



(in) 
.(ft) 
.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



'EMP 
(C) 



COMMENTS/ 
COLOR 



1/ih 



3. g«l 



7-tsr ///.* j^S/cm 



0#S<*\c 



ISc 






20<ta\ 



?.sa 



*6.& 



47/ MTu 



12^C 



9*\ A>'' i'/t f>vr*/Z 



3o««L 



7-HU 



^l.°\ 



31H NTU 



i\A 



J^sL 



7*c 



m 



3L5" 3 /VTy 



o 

a. 3c 



5«<*,'- tra*s 



p+r&ril 



7QgJ 



7.3C 



77.1 



33.3. A/TV 



,0 



w 



2^ 



7./1 



77. a 



losuro 



ll*oc 



US 



9* 



7*3 



7*W 



20* A/Tu 



arc 



iifi 



gal 



713 



776 



\7S NTy 



it Jc 



ns 



qa 



(oPl(o 



1$.*\ 



i hi mo 



aVc 



(St 



71o 



7^.1 



HHVTV 



n.x'c 



OGDEN 

■a ?3 gg gg S 



WELL DEVELOPMENT DATA 



;uVz 



PROJECT NAME: J 


**&tA Art* nATF.rMSTAT.TF.ri 


7^, Du/yr^ 


^/ELL NUMBER: AfU-"3- 


PROJECT NUMBER: 3i3O00 wtt DEVELOPER: 7 
REMARKS: 


Orty 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


l/)/n jlo 5 «|. 


7.13 


7l.^ ^5 /cm 


wi 


tUt 




" ! a«*i|. G.s'i 


70. 7 


! 1 37 


! z^-Vc 


I 


?/ 3 /* 7 ito-J. M* 


| ^3.o 


I 

U3 




deploy** 


! 2«>W. 


LM 


7&.* 


3U 


j /f.oc \£*r. nit*: 


" |3^^/ 


LSI 


77 


107 


/5.7c 


f-7 $r* - 


J^«/ 


(,SZ 


75" 


fir 


f3-3C 




350^1 


(oM) 


77 


/63 


; /T.0C 




'/ Ztio i*i c S] 


7<* 


/V7 


Nv.F 




i/ 


Hlor*l 


LX1 


73 


133. 


/3-a 




H W„l 


&.V? 


7^.0 


/3o 


ra.7°c 




i/ 


kto**\ 


CH°\ 


73o 


U3 


/3-3C 




// 


^^o ,*! 


(,tf 


70.o 


//* 


.^i 






SHo <f*l 


£.33. 


7a. o 


HO 


/?.ic 


fV^p r*tt 1*5 
flowed, 


// 


£Co,*i 


C3% 


HA 


110 


tf.s 


£$f: rqt^ 


« 


fw^l 


(o. it 


WA 


//3 


/</.2c 


/VvowW To «5? 


V 


cooc^ cm 


&6.a 


J/6 


/7. 2 £ /^ ^r-, itf) ;*| 



OGDEN 



WELL DEVELOPMENT DATA 



1 gt2 



■ b a 



PROJECT NAME:JZ^*£jU«_ DATE INSTALLED: g4&/jLZ WELL NUMBER: /? U/ 7 

PROJECT NUMBER: 3l3Qgg/CJ3 DFVF1 OPFP- T3* Du>^,< 

REMARKS: P*^ I n^ . 



METHOD: 

OVERPUMPAGE 
BAILER 



WELL VOLUME CALCUATIONS: $> ^q^ 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = t3" GAL 

OR FOR 2" WELL- 2, '/a*** .} S" * CoL*«\ 

(b-h)FT * .16 = GAL 



SURGE BLOCK 
AIR LI 



FT /Wbfr/£vac.jV«/> 

SUBMERSIBLE PUMP &W f-»S — 
OTHER 



WELL PARAMETERS: 



WELL DIAMETER (d) 



a.5" 



DEPTH OF WELL (b) 3 V^ 
WATER LEVEL (h) [gT 



(in) 

.(ft) 

.(ft) 



WATER COLUMN (b-h) 3l37 (ft) 

WELL VOLUME *£5 (gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 
CNTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



?/i/« 



9« 



7 t J8' 



///.* /f 5 ^ 



0# S«k 



lS"c 



0>toy- Prom"* 

Fst. rate. 



30 gq 



7 Si 



S6.& 



47/ A/Tu 



I23C 






3cW. 



7-U 



^.^ 



32.V V7V 



/*/c 



</5 



25! 



7ic 



r/.i 



^5" 3 /vtv 



o 

a. 3c 



■Se**i'- trans 



p*re*1 



10g* \ 



7.5t 



77.1 



a$L3LAftV 



,0 



gg ggj 



7.11 



77.1 



2os~n/ru 



ll-oc 



I II g q 



7*3 



7*W 



20SA/TV 



a/c 



ifie 



gflk 



711 



77 6 



115 NT y 



J/.7C 



/7S> 



6.% 



7£f 



iJnjrN 



»a.*c 



/jSjol 



710 



71.1 



HhNTV 



fl.gc 



OGDEN 

'"■3 '*?■ SB 139 $9 



WELL DEVELOPMENT DATA 



£oVL 



PROJECT NAME:-Up<m 4/<TA DATF tm^tat T F^ 


: tf/lt/17 * 


VT£LL NUMBER: Alt/-'. | 


PROJECT NUMBER: 3i3 000 \01 DEVELOPER: f 
REMARKS: /W Wl 


Deep 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 

VOLUME (gal-) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(Q 


TW?7 


llo 5 a| 1 7i3 


7lA mS/cwk 


W* 


/l.(C 




'1 


aw.W 1 (°z\ 


70.7 


I37 


H«*y 

a.v c ! 


WH acog. tw 


73-0 


U3 


( ^.6°C 


oiepUyrcf 


a^w- i ^^ 


7&^ 


3U 


Wot 




" \ 3oo pi 


LSI 


77 


107 


/?-7c 


/. 7 3/>*»i - 

i 


310^1 


(,.$1 


7S~ 


ftf 


ra-aTc 


1 


i 
350^1 &.1J 


77 


/6J 


/T.OC 




u Z&0]*} \ C-Si 


7H 


/V7 


tfS 




i/ 


4/or»l 


LAI 


73 


(33> 


12-2 




'< 


f ft^l 


i.ll 


ll.o 


/3b 


11.7 L 




" hZo^l 


£.<n 


73-o 


U3 


I3-3C 




// 


Jw„| 


6,37 


70. o 


//* 


,x?t 




7/ 


£"^0 ?l( 


£.31 


72,o 


110 


/?.ac 




// 


SQo i*i 


6.3* 


£U 


no 


/?.* 


5"$r. rot*- 


ffro^l 


t.it 


fcf.a, 


//3 


/</.2c 




V Q0O<* 


fc.fj 


c£.a 


j/6 


i7. 2'd 


t^OT ^«"H/jM* 




WELL DEVELOPMENT DATA 



\ o\3 



PROJECT NAME:jMj2^__ DATE INSTALLED: lfy(/^f7 WELL NUMBERWW7#i 

PROJECT NUMBER 3(^7flflg?3 DEVELOPER: £ £ WW/fn \ 

REMARKS: 



METHOD: 

OVERPUMPACE 



BAILER 



•SURGE BLOCK 



AIR LIFT 



C\/£Qir^l 



SUBMERSIBLE PUMP 
OTHER _ 



■<H-<-(i\l fa(AflAo<> 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-hjFT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h) _ 



run fo$ 



2S 



9-H<>' 



H^V 



(in) 



£_(ft) 

WATER COLUMN (b-h) ( X3-(P -(M 
WELL VOLUME 3^.^— (gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



C "V 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



10 fall 



M 



^5" 



CM 



^7r 



(?o 



L& 



l>\ 



^->C((f^ 



0.r 



fireis^''^ 



/r.'/iS 



7 



<5 



^ 



H 



<?0 



6.^3 



m 



61g gg 



C (cju/ 



/ 



1>^ 



4m 



?-l 



^1 



<?.f 



I ' 



I TO 



6.11 



) lO 



T>b% 



<A. 1 



I I 



\80 



I. $7 



°\ 



3f 



j 



*U 



1 1 



K c 



£.7> 



m 



37^ 



1-6 



ClevcjjT 



t/,.-Hy 



2fc? 



&.<?# 



I If 



V70 



f. 1 ! 



?-7<? 



6-90 



U1 



XT] 



IH 



v i 



^OO 



£.& [ I £ 



HT? 



ftg 









QGDEN 



WELL DEVELOPMENT DATA R cS- 3 



a 



PROJECT NAME: tI/I ^1 ^ DATE INSTALLED: LlAz_12 

PROJECT NJJMBErClLII^!^ DEVELOPER: K ^ 
REMARKS: 



WELL NUMBER: 



M vt/"7 in £ 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



%iM>fll 7^o 



tef 



17 



^(9^ 



G 



C Vd « i^ 



xv*jn\ ^ v 



i-iz 



oi. y 



<?U - zA't 



0-7 






\\ 



TH? 



7.3 V 



\A ■*■ 



V ( 



vlH 



If 



34# ^ T / 



\n^ 



o 



\Y 



> 



1 1 



^^i 3</C? 



7^9 



.w. 



Hco 



il-0 






W 



7 £7 



0* 



1? 



^ 



i/.j- 



cwLj 



x?> 



( ! 



w 



7^f 



6^> 



^/3>c? 



|*,1 






vfoas\ii0 \~i> ly \ /*3 



36£ 



Mi 



1 <^ci? 
s'lf- 



i ( 



50 



(7 



feu2£1 



L2^ 



/C7^7 



\tnHt* 



l(),q\ i/nyfili-y 



Or rW 



13^ 



/g7/ 



Mi 






ii 



I fsf 1^ 



j^P- 



^r 



110 



/ i xo 



n 



u 



! s*fr 



1.8} 



33 



97 5 



jtf,? 



ic«V 



1 ' 



(' 



6tf 



Ifo 



133 



\C?fH 



{p. c t j ' « rfty/ $ll V 



lv 



^ 



1/77 



)2>3 



|C7^^ 



NO 



jg.c 



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w 




12i 



133 



W 



10,? 






QGDEN 

be ® as 



WELL DEVELOPMENT DATA 



SoV^ 



PROJEC 

PROJEC 
REMAP 


TNAME: fofl\ K HATFTNCITAT.T.FD- 

:T NUMBER: 3 H>O&0lcT$ DEVELOPER: 

LKS: 


(1 jf/ou^l WELLNU? 


•IBER: 


jm^L 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gaTl 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


'TEMP 
(Q 


fr£ri!0 


"7/5" 


l.V> 


n>3 


\otn 


to. 7 




v* 


IHC 


l.G> 


r^ 


Wfg 


\(P.Cf 


i no 


a 


17 «? 


7*fc 


13> 


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i 


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i 1 


i 

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! ! ! II 


! ! i 1 i 

i ■ i • i 














1 

i 

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! 1 

1 ( 

1 


i ! I 


i | 


i ! i 


; 






i 


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i 


__^__ 










UUDEN 



WELL DEVELOPMENT DATA 



-\ QJC 



*h 



PROJECT NAME: Wj^l fc 


DATE INSTALLED: [tffJt\!^ 
DEVELOPER: R £- 


WELL 


NUMBER: 


. m 


PROJECT NUMBER: "b\~*>O0(!\cn 
REMARKS: 


/Vit/7/Mp. 


4 












METHOD: 

OVERPUMPACE 
RAH FR 


WELL VOLUME CALCUATIONS 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 
OR FOR T WELL- 

(h-MFT*.16= GAL 




GAL 


SIIPriF Rl 0(T 


WELL PARAMETERS: 

WELL DIAMETER Id) -* / Cm) 
DEPTH OF WELL (b) }1'/ (b) 
WATER LEVEL (h) \QC. H f (h) 

WATER COLUMN fb-hi /?#,5~/ fft} 
WELL VOLUME / ~7- /3 (gal) 


AIR LIFT £ [It Q. 

SUEMER^ IRI P Dl IMD 


OTHER 




DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 
> 
'i 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 


HT M % 


fr 


&*? 


Ifo 


■?<# 


7,jz 




1 


3 5~ 


<3.7l 


j^o 


3^ 


fa 




\ 


To 


UH 


/W 


3/3 


U 


f< 




£C 


ti.ui 


H/ 


3/1 


?./ 


(( 


— . 


-■ 


- ^ 


B.-te 


/<// 


^3 


?.<? 


* I 






?f 


S.ir 


/</tf 


>-?7 


?.cv 


\ v 


1 


|f& 


8.i% 


( Wtf 


26 7 


■?.0 


•l V 


1 


ip-r 


BM 


/ U /L7 


;U3 


?,e> 




1 


l*<" 


P. Is- 


l.*o 


JLT0 


^2- 


fV"'T 


■ k 


I0T 


Ui 


1 Wl 


^7 


1.3 


'I 



si £btiliAti£^& 



WELL DEVELOPMENT DATA \J ^5 



A . 


«■ —U 


E E3 P 








' '•)'' 


'•• '■■..:"]$/. -]■;■ ;;^:;->. 


1 


PROJECT NAME: l^«A « 


DATE INSTALLED: 
to>IO? DEVELOPER: 


\ff fan T? WELLNUT 


3b& s *^ 


PROJEC 
REMAP 


:tnumber:^i^ 

IKS: 


^7AJ3- 
















DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gall 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(C) 




yfiitAi 


0-\f 


Pr-H 


IY5 


0-W- scJe 


%Q 






I 


ZM-f 


3- o- 


/^ 


! ^ 


%p 






TL 


?ly- 


?.7-o 


l/^ 


£f ' 5 C# 1 C 


c l 






\ 

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ico 


kog 


IV-5 


•^3- 


u 


■ 




\ 


lfl< 


to 


l 1 /^ 


JVC? 


<?, 




t 


\ 1 ii° 


£c? 7 


\H1> 


/?£ 


f c? 


i n 




lh^ 


8.oy 


m 


/V£ 


<7.<7 


i< 




j 


■bto 


ben 


\i^ 


6ai> 


7.0 






/ i vr \6.cd 


\H^ 


^.2- 


to 






i 


1> C 10 


£l> 


\h-) 


^a/ 


%0 


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14^ 


2-3.5- ' 


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143 


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w 


1 


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m& 



WELL DEVELOPMENT DATA §Sfes 



j a •■■■a es a 



' ; ,;' : . \'*"' .;|V? " 



PROJECT NAME: M //? j2- 

PROTECT NUMBERS i V^ 
REMARKS: 


DATE INSTALLED: ( $ Mou C tl WELL NUMBER: Q 
\ol DEVELOPER: Kf 


•• . . ; 








DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


^0^0 


f8<? 


F,I5 


|4^> 


T<i 6 


%o 




f 


Hir 


£.11 


■ L /3 


H3.> 


%0 


■s ' 


| j 57 c? 1 1,11 


/W3 


4»- 6 


°i0 


n 


j 


b~>^ 


0.0/ 


1 41 


J<r.7 


C(.V 


tl*«r 


i 

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bio 


0.07 


|T!> 


1 0,1 


to 


t v. 

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| fff 


0.00 


1^3 


n. 4 


c 'lG 






510 


7,1 £ 


m 


M.> 


7 C? 


il 




fgf 


# 0-) 




"7^ 


^ • 1 ._ 


<l0. 


1 1 




&<?<? 


d,vo 


Wb Jf.J- 


^ 


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M^ 


7- ?g 


If? 


/#.£ 


10 


> l 


V 


63^ 


67. i/.Z 


If 3 


'7.3 


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1 










































41 










1 


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(JUfllElt 

■ sa s B a 



WELL DEVELOPMENT DATA 



\ oV z 



mg 



DATE INSTALLED: ID - Q7 WELL NUMBER: IK^*? 



PROJECT NAME: 

PROJECT NUMBER: 31 ^»0COlo3 DFVELOPER: SW*) Chf4fom 

REMARKS: 



METHOD: 

OVERPUMPAGE 
BAILER 



GAL 



SURGE BLOCK . 
AIR LIFT ft£Cb 



PO- 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 - 

OR FOR 2" WELL- 2.?$«*it\\ ~ . 2% % ffclw*/) \leM~ 



(b-h)FT* .16 = 



GAL 



2.5 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) _ 

DEPTH OF WELL (b) I IS. SO 

WATER LEVEL (h) / Q 7 -2-0 



WATER COLUMN (b-h) (p . I 
WELL VOLUME 1 .o2-D 



.(in) 
.(ft) 
.(ftj 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 
Fiou Rate r ft as/. /„ 

: 7"; r~o — f — 



o 



IO/fi/17 



I gollcA 



(».1S 



Alo.'S jn^/cn 



offSoxJe '5.? pvT 



40.$JU^<M 



?/ bT)*^ - 



lolii [n 



l &■■ £,.V\ 



(ffsalt 



3.7 



ra Ml 



3 a«i. 



k,s+ 



4o- t Sjuj^ 



523 



2.T 



10/11 /<n 



4 



5 4 



k.44- 



3%?M 



a\ 



13\ 



l.o 



P^c 



iplntei 



-5_4*\ 



G>...M- 



40.^ 



1% 



U 



CloVAfli 



10 21 T| 



(mM 



t.25 



40A 



5 



2 



1 



MiM 



g,9ft\ 



(,.12. 



40.3 



102. 



f.o 






us 






i^Nf|#^H|^n 



400 
.40.3 
40. S 






LL 



pes, <>+ pv^C_ 

Si;oft( increase *^pu>f 



nri 



H Q S IB a 



WELL DEVELOPMENT DATA 



£ A z 



PROJECT NAME: fotyR DATE INSTALLED: l^" ijj WELL NUMBER.- ^W^ 

PROJECT NUMBER: 3]3000OS DEVELOPER: S W\ C^4~W ^ 

REMARKS: 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 
AIR LI 



pt CdlCh pUirvp 



WELL VOLUME CALCUATIONS: 
3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = 

CR FOR 2" WELL- 

(b-h)FT • .16 - GAL 



GAL 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h)_ 



WATER COLUMN (b-h) 
WELL VOLUME 



.(in) 
.(ft) 
. fft) 
.(ft) 

( 3 2!) 



. 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URBIDITY 
(NTU) 



'EMP 

(Q 



COMMENTS/ 
COLOR ' 



|o/2ife|24 c^l |( D ,3j| 46.4 I H [il.^|cW 






fo.32 jox 45 y 

b-35 40-1 I 41 [foj 



* 



UUttlfKIt 

B S3 B H a 



WELL DEVELOPMENT DATA 



Uz- 



PROJECT NAME: W T^ act DATE INSTALLED: 3/Z5 ffl WELL NUMBER.- flm- °[ 

PROJECT NUMBER: 3)3oOO|C& DEVELOPER: ^W^ CkifjtxnO 

REMARKS: 



METHOD: 

OVERPUMPACE 

BAILER 



WELL VOLUME CALCUATIONS: 

3.14 • (d : /4)FT • (b-h)FT * 7.43 = GAL 

OR FOR 2" WELL- &C 3L S" fcit/| = .£$* fa) ^ 

(b-h)FT * .16 - GAL 



SURGE BLOCK 



> 



AIR LIFT QfcH P^p 

SUBMERSIBLE PUMP 

OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 
CERTH OF WELL (b) 
WATER LEVEL (h)_ 



2/5 



115. 



15 



WATER COLUMN (b-h) 
WELL VOLUME 



? 



I 



(in) 
. (r'O 

.{ftj 
L2-i) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 

VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



10-22-^7 



fe.5) 



51. 2. u^o) 



cf-T ScJc 



;n 



ocajge/braJO 



10- a-^ 



5 



lo.H t>o-£ jj S | ch . 6 ffsaJe \l? 



10-22-17 



3D 



fo.25 SO. ^judcri (olio \\ 1 ?wv (c\e* 3 ll $)/»;*, 



10-22-17 



45 



fe.3o 



6o. l asL 61 1 i). 



loiti. :... (cD_ 



aD. 



,.2S 



5.Q. 3«inJ50X il.3 



10-22^ 75 5.24 50.1 jusc*i 37^) [|.+ 



10-22^: qo (0.13 



10-22-1 : (05 






1X0 



brt 



J? 



.It 



5o.u4n 1*5 IM- 



(<'<j^ crvy/jy*,. 



4U7£ 49 ; H.f lk50d S 



ft4 j* 



CM 



TO 11.0 m2 V 



1 35' •• 5,514 51.0 ns^l (p^ 1 10.(4 



QODEN 

si $ m a 



WELL DEVELOPMENT DATA 7o^ 



PROJECT NAME: Nlftd Itf&fld: DATF ^STALLED' 9/25/17 WELL NUMBER: WW^ 

PROJECT NUMBER: 3l50C0]CB DEVELOPER: ^^lVDA dl^-H"^ 
REMARKS: 






DEVELOPMENT LOG 


WATER QUA LI TY 


COMMENTS/ 

COLOR 


DATE 


CUMULATIVE 
VOLUME (gaU 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


i-mi 


150 


6».oo 


50.7 


51 


lO.ie 




1022-1/I |57 


fc.to 


50.2 


51 


\o>A- 


0<e&n 


10-22-7 |(pS 


b.11 


51.0 ! 4^ ! I0 ' D ! 


io-2nj in 


C0 »It 


50.^ 


4 2. |«-7| 


10-22-rj isd 


fc.24-1 50.^ | 40 


q.4 Ideor : 


[0-22-1J7 Iffl 


(0.21 ! 50. 1 


4t) i w 


ma 










i 

I 

I 










1 

. _. ■ i ... ._ 










1 
! 

! 1 










; 

1 

1 

! 












































- 


























4 










| 


J 



OGDEN 



WELL DEVELOPMENT DATA 



^ cAZ, 



PROJECT NAME: MMK DATE INSTALLED:^'//' ? 7 WELL NUMBER: W'/oft 
PROJECT NUMBER: VZOOotol DEVELOPER: (J'-6*Jf*f«**~ 

PFMAPKS- 






METHOD: 


WELL VOLUME C 

3.14 *(d : /4)FT*(b 
OR FOR 2" WELL- 
(b-h)FT* .16 = 


:ALCUATIONS: 

-h)FT * 7.48 = 


GAL 


OVERPUMPAGE 
BAILER 


GAL 




SURGE BL nr K 


WELL PARAMETERS: 

WELL DIAMETER (d) ^ (in) 
DEPTH OF WELL (b) ° ift) 
WATER LEVEL (M /V?' ' / (ft) 
WATER COLUMN (b-h) « '- 5 ' "* (ft) 
WELL VOLUME '-? ^ 6 rsall 


AIP I IFT ^ 


SUGME^'E' F Dl IMD 


OTHER . 




DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 


il n l. f- 


HO G^ c 


y.37 


/ZP-srfc^ 


f/J.^T^iA 


„ c 

/J.> 


/'uyy /?<* /C te'6-Py 


yu b^x 


^••; r '7 7 


g-C G-* 1 


7.o7 


l°2.f ^ 5 1^ 


2# A>f «* 


IS-/' 


//5 .- ci-'w 


// 


//0 £*^- 


■7.zf 


/O/m S/t^ 


3o?Ai^ 


rU s 




o 


llft-i 


6-73 


jfov ^Vc-v 


Z& L //ur^ 


/H ? 


(?tea^ 


/> 


goo 6^^ 


7^5- 


?/>V- 


32, 7*rr« 




(j/<S&!^ 


iV 


3 i? ^C- L 


£. w 


^.m^L 


j2-6«rH 


/H-r 


1/ 


/£ 


3/0 £»/ 


i f7 


l?.2t* s /t^ 


/f. > ^^^ 


/& 


// 


/> 


3/r£«< 


6-f? 


/Of'/vyc** 


l^LfvfU^ 


/ i /r 


(' 




3*5$ G- L 


C& 


U- 7* s fc^ 


fMfJTH 


/w' 


■ / 


tf 


ir.o& c 


i f 




a q aj T u 


IV 7> 


■I 



OGDEN 



WELL DEVELOPMENT DATA 



2o«t 



•-:3 -«a 


'Hi ■■■ 1 J 












PROJECT NAME: $&& DATE. INSTALLED- ^ ^ / - ) 7 WELL NUMBER: W/ * 

PROJECT NUMBER: ^^°°° ( °2> DEVELOPER: U' G*Uy^ 

REMARKS: 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


%^S^lLjj^yJ- 


G-3 7 


9 7 £ A J /£^ 


f. ?/vr^ 


/V-f 


c^A^ 


%'21'\\quzy^. 


c-yj 


?$Yi* 5 / c ^ 


J", S^fK 


AA 7' 


V 








































f 








































- 












! 







































































































OGDEN 



WELL DEVELOPMENT DATA 



\ O^ Z 



□ B 



PROJECT NAME: W fll A DATE INSTALLED: ' 6&cH7 WELL NUMBER: ■ ^ Vtoj. 
PROJECT NUMBER: 7l>00<W> DEVELOPER: /- 0-- 

PFMAPKS- 












METHOD: 




WELL VOLUME C 

3.14*(d 2 /4)FT*(b 
OR FOR 2" WELL- 
(b-h)FT' .16 = 


ALCUATIONS: 

•h)FT * 7.43 = ( 


}AL 


OVER PUM PACE 
BAILER 


GAL 


SURGE B 1 nrk ' 


WELL PARAMETERS: 

WELL DIAMETER (d) At.*! Cm) 
DEPTH OF WELL (b) 9*8-/ fffl 
WATER LEVEL (h) ' ^ '0 ^~ (ft) 




AIR LIFT 


f-yJfct fa„ 


j> 


SUBMER C,RI F Dl IMD 


OTHER . 






WATER COl 
WELLVOLL 


.UMN (b-h) {'if? (ft) 

ME 3^5 (a 2 \) 






DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 

t 

t 

i 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 
i ) 


TURBIDITY 

(NTU) 


TEMP 
(C) 


fljMuft 


If 


18^ 


'wi 


CM 


9.r 


4« .' v / Orar 


v v 


1° 


27' ->' 


Oil 


OH 


0.3 




(<; 


[Of 


0^$ 


06 \ 


ozn 


(L/*- I 


C /Cssf/" 


v 1 


\HO 


03 \ 


06^ 


o^ 


<&* 


c /e«^r r 






\.1i~ 


6.}* 


06?>- 


oiy ' 


1, I 


'1 






%\o 


$^e 


0&7- 


0/3 


7.x 


( / 


/ 


Z-Hf 


B.-bo 


0(?9- 


(?/-$ 


ii 


/ ■< 


\ 


7-2>o 


3.^ 


06* 


01^ 


n.o 


[ ' 




3/f 


8. & 


#61 


on 


f> 


1 \ 


I 


'bsb ■ 


$.V 


0(?^ 


q\"> 


1.1 





EN 



WELL DEVELOPMENT DATA £ oVZ 



?■-$■:&■ 


'■'HT--BI • a 










,.>v.. ..; 


PROJECT NAME: MW\£- hatf instm t ph- 

PROJECT NUMBER: 3fyOO0lO3 DEVELOPER: 
REMARKS: 


-1 
/ 6 fO r ± 4 ~~? WELL NUMBER:M/j C # 

&6^ wumo<y\ 


/; -i -•;•; 














DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(Q 


WHtfll 


2£o 


#n 


067- 


/?/ 3 


°u 


C'tar 


Wfai+i 


37c 


#>3- 


Oi,y 


£?1> 


c iO 


1 > 


\ \ 


WO 


#>-3 


c^> 


c?o 


%C? 


\ i 


b 


"blO 


£3.>7 


06^- 


(P\ X 


°\* I 


1 i 










! 
1 


* 










1 

1 

1 


IF 


i 




| i 
1 J 










i 
1 




i 

i 

! 


i 1 : i 










j 
| 










; 

1 ' 

1 










j 
1 

1 


























• 

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# 












i 



UUOEN 

■ a b H 9 



WELL DEVELOPMENT DATA 



^ c^ Z. 



PROJECT NAME: J^acf /Irea DATE INSTALLED: vlufol WELL NUMBER: /fl S 
PROJECT NUMBER: 2/3 ooo (01 DPVFI OPER: TiL b^y*/~ ^ 
REMARKS: (L<; /gfx 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP GrvJta't 
OTHER U/wtett ; g<ifiCJkgiJLa 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = /•? 



GA! 



OR FOR 2" WELL- 
(b-h)FT* .16 = 



.IS* CoLm* - \*ft\\ V/oJ. 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



1.S 



<v 



.(in) 



DEPTH OF WELL (b) /S5. 3 (ft) 

WATER LEVEL (h) 1^2.05 (ft) 

WATER COLUMN (b-h) __7i^£_ (ft) 
WELL VOLUME i- 2 (gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



7/ 1/17 a 9 *{. 



£.7o 



J62> M->/cm 



Oti Snle /V./c 






oT7^7 



7^| 



7/o 



/3S- 



W&.fe. 



//./c 



•M 



iiu«L 



t.C7 



/*> 



Wi 



«\t 



12.0 c 



x±°A> 



Crf 



/o? 



Z'iOHTU 



u.y'c 






zir*\- 



cu 



7^7. 



tF 4 ? tJTU 



H3C 



Wjal. 



£.<f7 



/<?/ 



7flA/Tt/ 



y/.fc 



l est>H*+iJirmie 7s 



// 



r5"s<*/ 



£.^6 



ff 



?03«i. 



t>Mt 



19 



CS3WTV 



[ISC 



SU a/tc; 



n.ic 



t-i'^At BroUA 



n 



10 3*1 



&Vf 



*r 



tor^ii 



Or 



*7 



2 < ?6AH"t/ 






ZHWTU 



6 



OGD 



WELL DEVELOPMENT DATA 2 o^Z 



&1 a 


I m 13 2 


a 












PROJECT NAME: £*pcu* Art* HATF. TNSTAT.T.F.r 




VELL NUMBER: [0^ 


r 

PROJECT NUMBER: 112 ooo \01 DEVELOPER: 7 
REMARKS: Paplo-fl 


muO-105 












DEVELOPMENT LOG 


WATER QUALITY 




J COMMENTS/ 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


COLOR 




1/hIv 


JiOjol. 


CIS 


^3 A >mS/o^ 


27C, MTV 


l2.oc 


Haty 




1 * 

II 




— 




— 


i not /drodwtiVic 




?//*•/// 


/J*&L 


6^7 


/S7.7 ^-Lc- 


/12 KT* 


/tfzV i/J-cU 4,*- uth 




' " \llot^ \&3(, 1 d'iS M S /c^ 


7/.//^T u 


/t/.y'cl cl<+* 

i i 




1.1 


/iro^i <£..?£ 


77 (5 nYo~ 


/ft ^T^ 


/5-./J: 




J' 


/6eC»t 


(,.2° 


cy.ff*Y<*~> 


^? */ru 


m' c 






(1 


/7fl (Jo ( 


c«? 


<* 1- 7 M V'^ 


77. 5 ^" 


/f./' c \ 




" 1 11$ (,<> I 


G-3V 


LH>6**/t- 


6 /. 7 ^t-^ 


IV. o\ 






»» 


mCA 


<;.** 


c %a t* s (<-~- . 


6^w "f> 


(3.1'C 






•1 


/* « G« <^ 


C«o$* 


te-Zf**^ 


5"7?/v r^ 


/*.t'* 






11 


/£5 Gu L 


£.// 


Q S.J t^/(.^ 


rV.^TU 


/3./< 






ll 


a 6 a i 


6.f3. 


£2. 7f*Yc^ 


fV»5 A^ r ^ 


/3-^ C 






























; 










■- . 










• 


► 



















UtiOtN 

■ a b b a 



WELL DEVELOPMENT DATA 



\ cA z 



PROJECT NAME: X»y fla j- Area DATE INSTALLED: y//j/?7 WELL NUMBER: /fl 
PROJECT NUMBER: 113 ooc tg DEVELOPER: 77~ ^^ ^ 
REMARKS: (La fcrti. 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = L* 
OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 

IS* CoLmn ' Wt\\ V/oj. 



WELL PARAMETERS: 

WELL DIAMETER (d) 



2S 



SUBMERSIBLE PUMP Grv-J/oS 
OTHER j^ajfffl f fC<.lfr?c*ti*j 



DEPTH OF WELL (b) /5X 3 
WATER LEVEL th) /IZ.OZ 
WATER COLUMN (b-h) 7-^S~ 
WELL VOLUME i % 



. (in) 
.(ft) 
.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URSiDITY 

(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



ifahA a 9^/. £.%> 



/63xiS/^ 0ff&*fe /V./c 






cTTT^ 



7gq 



7./0 



l'3Z. 



OffScak 



ItJc 



<*1 



i^ 



I.C7 



no 



OtfSt 



<*\t 



12.0 c 



aly 



C.tf 



'0? 



ZXOttTu 



u.y'c 






Z^H 



6.W. - 



/-}?- 



tW A/Ha _ 



/</3£ 



»jal. 



£.<f7 



/<?/ 



7#A/Ti/ 



/mc 






'rs^i 



LMC, 



T1 



GSlNiv 



[ISC 



^•'^At BroUA 



\l 



70^a). 



£w 



?y 



sa mv 



n.ic 



i) 



Mid 



6.Vf 



£r 



tos'-hi 



•"6.^. 



*7 



ZHL HTU 



n.s°c 



ZH1UTU 



6 

U.6C 



Utiili 



WELL DEVELOPMENT DATA z £ z 



23 §3 


i a a s 










PROJECT NAME: £*pa* Ar** DATE rNSTALLEE 


, ^l+^rr jHltfawELL NUMBER: /£> J 


PROJECT NUMBER: 7(3 oco 103 DEVELOPER: 7 
REMARKS: Paplofl 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE pH 
VOLU\E (gal) 


CONDUCTIVITY 


TURBIDITY TEMP 
(NTU) (C) 


7/ih 


ao 5a i. 


6».lb" 


#"3 A ^V°* 


27C, MTU 


/a.oc| x 


i * 


















[ 


















i 














: 












« 

! 


























































. ._ 






~ 








































\ 










| 






It 














1 



OGDEN 



WELL DEVELOPMENT DATA 



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PROJECT NAME: WftK 
PROJECT NUMBER: 3P °°l 02 
REMARKS: 


DATE INSTALLED: ^~#'/7 WELL NUMBER: /**/-//£ 
DEVELOPER: U 'Gtl/'fh^ 










METHOD: 




WELL VOLUME 

3. 14 *(d : /4)FT* ( 
OR FOR 2" WELL- 


CALCUATIONS: 

>h)FT * 7.48 = 


GAL 


OVERPUMPAGF 






RAII FP 






(b-h)FT*.16= GAL 


zwpc.f pi r\ry 


WELL PARAMETERS: 

WELL DIAMETER (d) * (in) 

DEPTH OF WELL (b) / ^ ^ - (ft) 

WATER LEVEL (h) /* ^ - -> * (ft) 

WATER COLUMN (b-h) A''' ^ ^ (ft) 
WELL VOLUME ^■^G^L fgan 


A|P MFT 


S 1 IBMER^IRI P Pl IMP 


o^ 


OTHER 


'XfoA "\ 1 P 


/inp 


DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


*'2&7 


V £< L 


7^; 


^ />^ 


oW-Sc«./c 


•£/' 


/ GrP.lt / 


L> 


7 £* £ 


7 2 V 


QW^s/c-, 


5^7> vr"^ 


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7^7 


tt*"S/cH. 


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/oa tj-T^t. 


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WELL DEVELOPMENT DATA 



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PROJECT NAME: flj MR l«*p<uA DATE INSTALLED: thJ3JL WELL NUMBER: /7U- X 

PROJECT NUMBER: 2i3ogo/03. DEVELOPER: "77~ Qwyfig 

REMARKS: fcy f e£x _____ 



METHOD: 

OVERPUMPACE 

BAILER 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 



• 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 



WELL DIAMETER (d) 



J,S~ 



OTHER 



g"fl 



-(in) 

DEPTH OF WELL (b) itO- _jO (ft) 
WATER LEVEL (h) *77, W (ft) 

WATER COLUMN (b-h) llO& (ft) 

WELL VOLUME 3,1 (gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/4 
COLOR 



g/u 



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WELL DEVELOPMENT DATA 



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PROJECT NAME: ftftfr T^f n A TF. INSTALLED: ^A/i7 WELL NUMBER: //u/-^ 

PROJECT NUMBER: 2 1 ^ oc» /0"$ DEVELOPER: TTm £>uj*y 
REMARKS: P^Xc-f^ 


■ — y 2 " 






DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


ff/a. 


k^ 3<u 


1% 


^H^mS/cm 


XO" 


r£c 


c.\car 










































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WELL DEVELOPMENT DATA 



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PROJECT NAME: PUtiiL DATE INSTALLED: gWcy£7 WELL NUMBER:. 



PROJECT NUMBER: 3 \10Cc\ob DEVELOPER: f? A 
REMARKS: 



fAW t-*5 



METHOD: 

OVERPUMPACE 



BAILER 



SURGE BLOCK 



AIR LIFT 



SUBMERSIBLE PUMP 

OTHER K& V*±4- 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b--h)FT * 7.48 - 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 



1. V 



fr> 



(in) 

(ft) 

WATER LEVEL (h) TjVfej (ft) 

WATER COLUMN (b-h) IjJiJL (ft) 
WELL VOLUME 1 # j_ feal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



^aK 



io_ 



1,F7 



I £ 



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WELL DEVELOPMENT DATA 



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PROJECT NAME: )D| { H/\ (L n atf tnstat .1 .FXV 
PRbjECTNUMBER4l>l3^^IC7'3 DEVELOPER: 

REMARKS: 


C^iis/ 1^7 WELL NUMBER: 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


P H 


CONDUCTIVITY 


TURBIDrTY 
(NTU) 


TEMP 
(C) 


?Oq$ 


67 


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WELL DEVELOPMENT DATA 



3*V3 



PROJECT NAME: {\\fl\$L n a tf INSTALLED: PH fo</°l 7 WELL NUMBER: • 

PROJECT NUMBER:^ )cW|tf 3 DEVELOPER: ££- 

REMARKS: 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
CNTU) 


TEMP 
(C) 


W^« 


121 


1.^ 


UG 


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, V U ■JJLIlj - WELL DEVELOPMENT DATA- ^ ; « ^ - o V ' 



]%bJECTNAME%^ 
PROJECT NUMBER:^ (V#7 / 0*> 
REMARKS: 


■DATE INSTALLED: Wp^T7" 
DEVELOPER: fl/r 


WELL NUMBER: '^;ur-3 














METHOD: 

OVERPUMPACE 
RAH FR 




WELL VOLUME CALCUATIONS: 

3.14 • (d ! /4)FT • (b-h)FT * 7.48 = 
OR FOR 2" WELL- 

(b-h)FT* .16= GAL 


GAL 


5IIRCF Rl nr Y 


WELL PARAMETERS: 

WELL DIAMETER (dl O.S 
DEPTH OF WELL fhl J,? 1 ! 
WATER LEVEL (hi 7^' '^ 


(in) 

(fO 

(ft) 
(ft) 

(231) 




AIR LIFT b^/rL 
SUBMER CIPI P dmmd 


OTHER . 






WATER COl 
WELL VOLL 


.UMN (b-h) 1 H?3l 
ME " ' 2 7~7 








DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


Htfl? 


If 


&H 


WG 


eft ->f "ife 


gr 




f 


£f 


8.03 


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7,11 


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WELL DEVELOPMENT DATA 



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PROJECT NAME: fK fl V- n mt fust at t ftv 

PROJECT NUMBER: 1(3^<? (CO DEVELOPER: 
REMARKS: 


OH Hi (J 11 WELL NUMBER: 














DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 

COLOR 


CUMULATIVE 
DATE VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


i 


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WELL DEVELOPMENT DATA 



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PROJECT NAME: (H 01 (£ DATF INSTALLED- 

PROJECT NUMBER:?/ ^o a tn^? DEVELOPER: 
REMARKS: 


frHlJaul"? WELL NUMBER: 
















DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 

COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


9oj, M l~lo 


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OGDEN 



WELL DEVELOPMENT DATA 



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PROJECT NAME: 



M/its 



PROJECT NUMBER: 3/jjjgf J° 3 DEVELOPER: ^' &*/<y^ 
REMARKS: 



DATE INSTALLED: 7^^*7 7 WELL NUMBER:/^ 7 '//* 



METHOD: 

OVERPUMPAGE 



BAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * . 1 6 = GAL 



GAL 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 
OTHER 



^j^2J_ LJfgi? 



WELL PARAMETERS: 

WELL DIAMETER (d) *jj 

/of.o 



DEPTH OF WELL (b) 

WATER LEVEL (h) f°^^3 



6.67- 



WATER COLUMN (b-h) 

WELL VOLUME X 3 &<? *■ 



(in) 
.(ft) 
.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



5 ~n ~j 



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WELL DEVELOPMENT DATA 



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PROJECT NAME: M^ * 

PROJECT NUMBER: ^ ^ 0< 
REMARKS: 


DATE INSTALLED: 7^^ 7 WELL NUMBER: fOM^ 
)0/ '3 DEVELOPER: U-G^jk* 

— - ■ ■ ■ y 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TE\LP 
(C) 


f-Htl 


5~0<£ti 


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WELL DEVELOPMENT DATA 



\ cVZ 



PROJECT N/\ME: ^mUf^^ c£ < DATE INSTALLED: ?- I 7~f? WELL NUMBER. v^/f j 

PROJECT NUMBER^/J^/^ DEVELOPER: ^^ ; 



REMARKS: 



METHOD: 

OVERPUMPACE 



BAILER 



SURGE BLOCK 



WELL VOLUME CALCUATIONS: 

3.14 * (d : /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * . 1 6 = GAL 



GAL 



Arctic! /J**ci*pr*+J- 

AIR LIFT p *~<p ■ 

SUBMERSIBLE PUMP 

OTHER 



WELL PARAMETERS: 



WELL DIAMETER (d) 



8.f. 



DEPTH OF WELL (b) /_$$_ 
WATER LEVEL (h) /gjj // 



WATER COLUMN (b-h) 
WELL VOLUME gj * Z 



//■^/ 



(in) 

.(ft) 

.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



7-/M7 



J 6*6 



1-53 



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6-23 



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WELL DEVELOPMENT DATA 



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PROJECT NAME: ^jX^£q£J; Ag i DATE INSTALLED: TlLZlLZ- WELL NUMBER: ^"^ 
PROJECT NUMBER: ?/J* O0 '<*J DEVELOPER -J^_]±_ 



REMARKS: 



METHOD: 

OVERPUMPACE 



BAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



SURGE BLOCK 



AIR LIFT d'st/cp^^r r^j^p 



SUBMERSIBLE PUMP 



OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 

DEPTH OF WELL (b) 
WATER LEVEL (h) _ 



WATER COLUMN (b-h) 
WELL VOLUME . 



.(in) 
.(ft) 
.(ft) 

.(ft) 

(2-i) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



'URBIDITY 

(NTU) 



"EMP 

(C) 



COMMENTS/ 
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PROJECT NAME: tyM l^a hc« DATE INSTALLED: _ 

PROJECT NUMBER: 3 13 000)01 DEVELOPER: TL CW/* 
REMARKS: _ 



WELL NUMBER: /^D 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 

AIR LIFT (Eva*.) 



SUEMERS1ELE PUMP 



OTHER 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT • (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



2.S 



.(in) 



DEPTH OF WELL (b) ^"^ (ft) 

WATER LEVEL (h) ) 01 • l£ (ft) 

WATER COLUMN (b-h) 3l^6.3^ (ft) 

WELL VOLUME SC, 7 ( r j) 



t 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



y/av/V 


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7-07 


I02^£fc^ 


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7-11 


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100 


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PROJECT NAME: Ml Zep&J** DATE INSTALLED: 

PROJECT NUMBER: ^|3 000)01 DEVELOPER: 1^ Dvyfr 
REMARKS: . 



WELL NUMBER: IS D 



5^. 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 

air lift ( £yq<-) 



SUBMERSIBLE PUMP 
OTHER 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT ' .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



a.* 



(in) 

(ft) 

WATER LEVEL (h) 1 01 -\G (ftj 

WATER COLUMN (b-h) 3^6-%^ (ft) 
WELL VOLUME Sd. 7 f ?1 ji 



DEPTH OF WELL (b) ^"3 ^ 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



"EMP 
(C) 



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7/* 1 //* 7 



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PROJECT NAME: jAjA_£____ DATE INSTALLED: — "' ■■'■ '■'• ^Wl^^!^ ^^^ ' 
PROJECT NUMBER: ^WOOO V^ 3 RFVPIOPER: £ P S§f|f ■ '"■ 
REMARKS: ; ' ■■• •" ' w: 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE ElOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 •(d : /4)FT* (b-h)FT' 7.43 = 

OR FOR 2" WELL- 

(b-h)FT ' .16 = GAL 



GAL 



SUBMERSIELE PUMP 
OT'riZR 



\ 



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WELL DIAMETER Id) ^ ■ 3- ^> 



DEPTH OF WELL (b) 



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(m) 
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DATE 



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P 



U 

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DATE INSTALLED: \Ohsjjnt WELL NUMBER: flu/te J 



PROJECT NUMBER S \ScJQ0\f S DEVELOPER: k P 
REMARKS: 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



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(NTU) 



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PROJECT NUMBER: 1 ft ooo\o^ DEVELOPER: 
REMARKS: 


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DEVELOPMENT LOG 


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COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
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pH 


CONDUCTIVITY 


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PROJECT NAME: A\^ ^ DATE INSTALLED: 

PROTECT NUMBER: ~\ \ } H '° ' °^ DEVELOPER: fi 
REMARKS: 


| o / 1 5" / *") WELL NUMBER: aiw/^ 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 

COLOR 


DATE 


CUMULATIVE 
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(NTU) 


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PROJECT NAME: M M A DATF TNSTAl 1 F.n 
PROJECT NUMBER: >>\\ooo\ol DEVELOPER: R 
REMARKS: 


\v{lffol ' WELL NUMBER: ,Mu*|fc% 
















DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


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CONDUCTIVITY 


TURBIDITY 
(NTU) 


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t PROJECT NAME: ^^ ^ HATE INSTALLED: \alt<(^1 • WELL NUMBER:^ ^5 

PROJECT NUMBER:^ \1000W5 DEVELOPER: R P j ft G* 
REMARKS: 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


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CONDUCTIVITY 


TURBIDITY 
(NTU) 


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WELL DEVELOPMENT DATA 7<£.\$ 



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PROJEC 

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:T NUMBER: "^ 1 "> 
LKS: 


■ 1 
DATE INSTALLED: [*/|t/<?7 WELL NUMBER^ #S% 

^o/e-i DEVELOPER: tf/tCr 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 

COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


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CONDUCTIVITY 


TURBIDITY 
(NTU) 


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"pROJECT NAME: 


W^i- n ATE INSTALLED: 


h/islf-y WELL NUMBERitW Its 


PROTECT NUMBER: !>l~>C?lPqcl> DEVELOPER: | 
REMARKS: 












DEVELOPMENT LOG 


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COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


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PROJECT NAME: (M tf K nATF t>jc;tai t .rai 


\t?li5J c /~l WELL NUMBER: /W uz/^fe 


PROJECT NUMBER: ^/ ^0colC3 DEVELOPER: 
REMARKS: 


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DEVELOPMENT LOG 


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DATE 


CUMULATIVE 
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CONDUCTIVITY 


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DEVELOPMENT LOG 


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DATE 


CUMULATIVE 
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CONDUCTIVITY 


TURBIDITY 
(NTU) 


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PROJECT NAME: Mft^K nATF TNRTAT T FT* 

PROJECT NUMBER: ^\^OOo\o^ DEVELOPER: 
REMARKS: 


ITCri °ll WELL NUMBER/* Wg* 

to- 












DEVELOPMENT LOG 


WATER QUALITY 


COi\EVIENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(Q 


otf&r/ 


/o/ 


1^ 


e% 


0H 


\H.H 


ft" IK* 


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1 . 

PROJECT NAME: MMR nATF.TNSTAT.T.FD 

PROJECT NUMBER: 3 ^ 3000\o3 DEVELOPER: 

REMARKS: 


1 f 0< t" ^7 WELL NUMBER:llVfe'i 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
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$/W7 


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PROJECT NAME: flfl M (2 nATF INSTALLED" ^ ^t <H WELL NUMBER^fc/tf fi 

PROJECT NUMBER: "^ |1> (9 00 1 Oh DEVELOPER: K f- 
REMARKS: 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


«^//7 


6f 


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WELL DEVELOPMENT DATA 



1 o^ 2- 



d a 



PROJECT NAME: M ffl jl DATE INSTALLED: ITdt 97 WELL NUMBER: /HVfc n 

PROJECT NUMBER: JLl^lIE ^ DEVELOPER:_£^ 

REMARKS: 



METHOD: 

OVERPUMPACE 



BAILER 



SURGE ELOCK 
AIR LIFT 



5k 



SUBMERSIBLE PUMP 
OTHER 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT • .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER id) ** S) \ - fir.l 

DEPTH OF WELL (b) ~^ ic ift) 

WATER LEVEL (h) \~h^M\ \ ft) 

WATER COLUMN (b-h) XH-TI (fti 

WELL VOLUME ^^1 ,2ii 



> 



DEVELOPMENT LOG: 



WATER QUALITY: 



DA^ 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



"URBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 






''Ml 



<^""4 ?7 



3 c? 



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111 

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WELL DEVELOPMENT DATA 



2. o^Z 



•• ' 


31 gs 


HUD 














PROJEC 

PROJEC 
REMAP 


T NAME: fH ^ P* hatf INSTALLED: /^Oc^ 1 ~? WELL NUMBER^/ l/W^ 

:T NUMBER: °7 ^Qe \o^ DEVELOPER: £g- 
LKS: 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(C) 




06/wf7 


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7-0 


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l\ 


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WELL DEVELOPMENT DATA 



b ea b h s 



fret 3 



PROJECT NAMEr Xs^t Art* DATE INSTALLED: 

PROJECT IMUMBER.- 313 OQO103 DFVELQPER: "T^ Dvy^ 
REMARKS: Ettrmel, <T.')fy /Wveofo ; 



WELL NUMBER: 17 S 
PU0-17S 



METHOD: 

OVERPUMPAGE 
EAILER 



WELL VOLUME CALCUATIONS: 

3.14 *(d 2 /4)FT* (b-h)FT* 7.43 = 2 & _ GAL 
OR FOR 2" WELL- 

(b-h)FT* .16 = GAL" 



2S"we\\*>l S ' : ** € ' Jt * t ' 



SURGE BLOCK 

AIR LIFT ' ro _ Z- ' r 

SUEMERSIBLE PUMP 



OTHER kZa±g£9 /fec^AaxV-^ 



WELL PARAMETERS: 

WELL DIAMETER (d) 3-5" 
DEPTH OF WELL (b) /33.7J 
WATER LEVEL (h) J 3tl- 30 
WATER COLUMN (b-h) /^-V 
WELL VOLUME 3& 



.(in) 

.(ft) 

.(ft) 
.(ft) 
.(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



"URBIDITY 

(NTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



°ihki 



9*1, 



%S\ 



3ZImS/<^ 



OffS 



c<k\C 



/¥c 



bosk g r *y>'sL-Lsoi*A 



>t 



10 ml 



7.H 



/£* 



tfffW* 



/}JC 



^S+ : Ayat€ •• j.Ojpbn 



toJ, 



7-13 



147 



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U.ot 



CO 



w 



Q.1Z 



cu 



KS NTU 



IX.ic 



%o q +\. 



6.77 



/;/ 



°l $S MTU 



11. IC 






Id" ml. 



473 



<73 



83S"ii/?y 







'10 



21 J 



6.^7 



fll 



^l^NTV 



a/c 






i -iojj, 



£.52 



ST7 



£<U A/n/ 



y//i/j7 



///;/? i 



/yo p/ 



6-yo 



302 f-^/6~> 



7/fAS 7 ^ 



f$o j>+^ 



6.Q* 



I? 



i^/c 



C^-t_ 



7ol" r ^ 



&jfc 



/*<<• 



/?. # 



£W U^tte/^ fJj/'HpiriCj 



L^U.1 Grip 



OGDEN 



3 ot-Z 



WELL DEVELOPMENT DATA 



BBS 



PROJECT NAME :/?/** T~f*t+fa <DAT£ INSTALLED: 

PROJECT NUMBER: 3/J^°^3 DEVELOPER: ^& • 
REMARKS: 



WELL NUMBER: fW-m 



METHOD: 

OVERPUMPAGE 



BAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



SURGE BLOCK 



AIR LIFT 



ArcV Mill £t* ?<"j 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h) _ 



WATER COLUMN (b-h) 
WELL VOLUME 



(in) 

.(ft) 

.(ft) 

.(ft) 
(gal] 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (ga!) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ W 
COLOR 






1 I 17 If 7 



/i'Gvl 



t-S° 



l/o 



Mc~, 



bsWr* 



17-7' 



wm 



iyo (r« ( 



I.*** 1/ivSj 



6?ftn» 



tf.T 



?//?/?7 



/*o g+t 



I. It 



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Ctv^ 



2 $ d *J ru 



/:>.*•• 



l/'7/?7 



Ifo e* c 



G-<t* 



// J* 1 »*/**« 



221 ^^ 



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25-oAjr^ 



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lit 



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■ B 9 B B 



WELL DEVELOPMENT DATA 



3*f 3 



PROJECT NAME: /*"*7'~/>»» t A-^ DATE INSTALLED: ?*/?• j[7 WELI - NUMBER:^J-775 
PROJECT NUMBER: ^ 60 '' 3 DEVELOPER: ^g ' 

REMARKS: 



METHOD: 

OVERPUMPAGE 



BAILER 



SURGE BLOCK 
AIR LIFT 



frfr Utlf &* ft**/* 



SUBMERSIBLE PUMP 



OTHER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h) _ 



WATER COLUMN (b-h) 
WELL VOLUME 



(in) 

.(ft) 

.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



TURBIDITY 

CNTU) 



"EMP 

(C) 



COMMENTS/ 
COLOR 



?-/7~?1 



2376+L 



<c .7r 



/Of. 3 t*f/c 



A*. 



Ill tSTU< 



12^1 



U%K + G~-t.. 



l h 



V 



211 C* 



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12X 



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2«i £* v_ 



c.rf 



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"t_ 



727 A^r*^ 



/3*? 



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6.75 



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t£* //2.7^ s (c 



/3 0^™ 



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■ 9 S B B 



WELL DEVELOPMENT DATA 



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PROJECT NAME: ^aaet &£& DATE INSTALLED: 

PROJECT NUMBER: 3/7 mo 101 DEVELOPER: 77~ D^er 
REMARKS: 



WELL NUMBER: If W 
btef 



METHOD: 

OVERPUMPAGE 

BAILER 



SURGE BLOCK 
r~ 



AIR LIFT 



tvac- I 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = 

OR FOR 2- WELL- ^'^ J __ ^ ^U l* 



GAL 



(b-h)FT* .16 = 



GAL 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 



xs 



. (in) 

DEPTH OF WELL (b) ^3 4. ST (ft) 

WATER LEVEL (h) /^W.?^. (ft) 

WATER COLUMN (b-h) 3-13- (ft) 

WELL VOLUME 51 (gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



W?7 



a 9*< 



^.Dl6 



2L Co -tfS/c*o 



Off &,| e 



/l./C 



Air i£t pv~,p raff 



lOcfii. 



71C- 



in 



fj> / MTv 



life 



a^o\c. /.5"3/""> 



HO mi 



7 So 



U3 



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nfc 



76U 



7.?f 



1SZ, 



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I/-XC 



pump rq+ip erf. 



jAQsd, 



1MZ 



ISA. 



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0°C 



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1.H1 



\C\ 



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n 

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l%o 



3° 



7.«tf 



J £0.3 



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i\.HC 



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7.^ 

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Mail 



/fi.3 



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Ho* w 



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//.si: 



P*"*/) 'Kte err. 

(.y^pHrx 



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WELL DEVELOPMENT DATA Z. <^ Z_ 



■»a ■an 

i£i -Si 


5H S«3 Ti- 


1 










T ROJECT NAME: Imam* A 


T* DATE INSTALLED 
Ctf /03 DEVELOPER: 7 
XS tt*-/*c( <rf£ +»•' /SVifVl . at 


V 


VTfLL NUMBER: |7£> 


PROJECT NUMBE 
REMARKS: Air fcA 


R:313C 


ZbOyci. j account* T>r % 


— f — -H 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLU\E (gal) 


— 
pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


ilsfr 


a»*j. 


7.11 


J3?4S/*n 


V0C1 


w.Cc 




" 3>2o^l. 7. 13 


1 I3C.* 


2J.3 


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//.6C Xo 3^ 


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7-isr 


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rt 


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7(3 


136.* 


7(9.4 


liYc 




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1/0}d. 


7 4/ 


133.0 


3}.7 


IXOC 




n 


410,4. 


7-% 


131.7 


36.V 


12 ft 




u 


170«J. 1 7 3J 


I^.T 


32.7 


n.oc 




V10 


7.n 


/23L.6 


33-1 


1 





£/0 


7.13 


133-31 


30. 1 


! 


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^30 


7.n 


/3?-o 


i/.7 















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1 















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/*fl3 



WELL DEVELOPMENT DATA 



S H 



PROJECT WKME-. tfMZl^ojfrco DATE INSTALLED: ?■$?-$ 7 WELL NUMBER: /^/* - 
PROJECT NUMBER:K£^i°l DEVELOPER: ^^ 



REMARKS: 



METHOD: 

OVERPUMPAGE 



BAILER 



SURGE BLOCK 



AIR LIFT 



SUBMERSIBLE PUMP 



yi-Jili 



esX 



OTHER 



"wAi*[r***k 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



;?-£" 



WELL PARAMETERS: 

WELL DIAMETER (d) Zl ' -(in) 
DEPTH OF WELL (b) Q°' & ) (ft) 



WATER LEVEL (h) 



.(ft) 



WATER COLUMN (b-h) -> ' ' f (ft) 



WELL VOLUME 



J4? 



(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



?</>-i7 



/S6+L 



C-73 



ftOM-%„ 



oCC-Sc«/ 



< 



/y.7c 



BroU^, 



HilT/ 



3 . 1* ^ 



z<?y 



37 ^y t 



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K 



Lj - £*£ 



7.2° 



37//*°A-h. 



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7/7 



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7JI 

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lit 

life 
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CTWT^ 



IZ5 



OGDEN 



24 3 



WELL DEVELOPMENT DATA 



PROJECT NAME: £MRI~$oJJ^ DATE INSTALLED: ?-$?'? 7 



WELL NUMBER:"^?! 



PROJECT NUMBER 
REMARKS: 



DEVELOPER: 



METHOD: 

OVERPUMPACE 



BAILER 



SURGE BLOCK 



AIR LIFT 



SUBMERSIBLE PUMP 



GrU^ 



obS 



OTHER 



2T^e»-l-ccv ( rc\- 



£ 



WELL VOLUME CALCUATIONS: 

3.14 * (d : /4)FT * (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT * .16= GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h)_ 



WATER COLUMN (b-h) 
WELL VOLUME 



(in) 

.(ft) 

.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (ga!) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 
(C) 



COMMENTS/ 
COLOR 



f-/±-?7 



/6S&u L 



c& 



72 



it^/i 



C-^v 



^sc vr\.K 



tt-7 



S<r& 



S uJ M. 



cj'/t-n 



if 6«l 



iMi> 



??3<" 5 /£ 



c *~*^ 



^fZUT*. 



1 2-? 



1-/C-17 



33 G*.t 



dr 



71-b^li 



6*^u 



¥qZuT^ 



lit 



?-/« '?7 



^L 



6^ 



2 07»J/ C , 



£four--(. //> 



?V*'W 



air^^c 



6-7* 



/ 



fy^ 



•V_ 



?7/ 



*U / M. 



/// * 



W<-?7 



ixQ^ 



k^$ 



/joh^/c 



2>(,S»t*. 



ll-G 



. 



I'lk'W 



1/0 £*. L 



(,-Hf 



aofMS/i 



O^^- 



/OfvTti 



7 L 



\5<l> 



5'w/ ^ ct * \° G'-^f*^ 

A 









Ljf GU 



D 



&fsL 



rr&L 



C of 













OGDEN 



WELL DEVELOPMENT DATA 



3<£3 



a ss 


HB -CT P"3 

& HI SI 












PROJECT NAME: M* li*f<* &'* HATF INSTALLED" ?- Of"*?? WELL NUMBER: /%A/i. 

PROJECT NUMBER: 3 /i' c */<>:? DEVELOPER: P~Cr 

REMARKS: 






DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


1 CUMULATIVE 
DATE VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(Q 


?'/*-V| £<? £«£ 


b-0/ 


/6?$ t*s/c-*- 


P^ 7 . Vrl 


//'C 


Cleo^ 


7<?cW 


G 03 




7^'^ 


// 


fro^c 


C'fi 




* I $v> £* 6 


£.tf 


/i;.7r>/~ 


^•5^ rK |/*f'c 


<?A>~ 


i 


j / 


^J^"T^ |>*/t| - * 


i 


(,•07 lbJl.J»s/t^ 




t \?ft-i \£.6$ j /^ z^y^ 


>;J"^ ^ta 


tf.f d c| ^ 


'* ?*£*t 6-tff \/05/"^ \5'22#r^ \nYc\ 


■■' \p(«{ \c<°t \ 'Hv-^^/cn, \s~- f y^ /UrUi \/y>*' I -v 


i 

I 


























1 










! 1 

! 

1 




















■ ■ 


£ 

























: - VV-:; 



WELL DEVELOPMENT DATA 



\ :&M 



n 






r 



PROJECT NAME: 



jK/kjS 



DATE INSTALLED: 



I PROJECT NUMBER: 3& ^o^ /p g DEVELOPER:. 



WELL NUMBER: j§£_ 



RciViARiCS: 



/... .J J .. u !tf" ;~J . 



OVERPUMPAGE 



BAILER 



SURGE BLOCK 



AIR LIFT 



SUBMERSIBLE PUMP 



OTHER 



a J L 



V72.IL VOLUME CALCUATION5: 

3.14 * (d 2 /4)FT • (b-Ij)FT * 7,13 = 

CR FOR 2&VELL- 

(b-h)FT*3J=_ JS&5IGAL / /O cr 



GAL 



— > o 



WELL PARAMETERS: 

WELL DIAMETER (d) 







DEPTH OF WELL (b) nr / -> 



WATER LEVEL (h) 



WATER COLUMN (b-h) 

WELL VOLUME O&L ^~ 



2- (in) 
(ft) 

(fO 

(gal) 



3*3, ■*& 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



■\A- 1 1/ 



J 



o 



C/30 



/yy 



^s 



)i/r) 



fir 



SO 



LiS 



/w 



.a?t. v 



M 



'£/«.*- 



'sT' 



6 



7££ 



<s> 



£J7 



JA^ 



^4 



IS52 



*^ 



/■5Z> 



Lil 



M 



is^z 



KS 



C 



ifeo 



/J-o 



UX 



iL.S 



M 



/f 



i^ 



La 



/P 



3I.S 



M 



1/»1 / /L-- 



2<3D 



^2 



ii_Z 



Hi 



i 



\i 




V 



3>50 



L^i 



ill 



ija. 



)W 



U0A- 



goo 



1.00 



ll-O- 



21 



12A- 



%M 



* 



f 



WELL DEVELOPMENT DATA 



n n m n ei 



a oVm 



j PROJECT NAME:_ A//t4 j5L DATE INSTALLED: 

J PROJECT NUMBER: T/ . 3 4>cO /o S DEVELOPER: 



WELL NU MS £[?:_/£.£> 



i REMARKS: 



i 



OVERPUfvlPACE 

i DAIi.ER 

1 

} b'Ji\Gi: ulU'.i\ 



WELL VOLUME CALCUATiCriS; 

3.1-1 * (d 2 /<1)FT * (b-h)iT * 7.43 = 

Ok fOU 2' WELL- 

(b-lgPT * .16 - GAL 



GAL 



AIR LlrT 



SUBMERSIBLE PUMP £cuw 
OTHER 



iL 



WELL PARAMETERS: 

WELL DIAMETER M) aid 



(in) 

DEPTI I OF WELL (b) J- / 3~~ (ft) 



WATER LEVEL (h) 






(ft) 



WATER COLUMN (b-li) g 3> */ /-i 



(it) 



WELL VOLUME ___5uSz_±k_ (gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(Q 



COfrlfr!E?lTS/ 

COLOPv 



b 




2^ 



to 



/c0 7 



^s 



il4 



£ 



£ 



Js 



ffiii 






SaO. 



doo 



Lw 



lo£> 



rus 



112 



V' 



/•/ 



Zfifcztt/ 



i^S.^7 



£52. 



Z^ 



/oA 



M.^ 



a 



gg 



6 3^i. 



> 



J 



OGDEN 

■ry m (SB Wk 199 

,£| S3 hi *-a •"" 



WELL DEVELOPMENT DATA g of $ 



PROJECT NAME: ^ir~p>/^ DATE INSTALLED: 9?- 77 

PROJECT NUMBER: i/3*otf/tf? DEVELOPER: 4^ - 

REMARKS: 



WELL NUMBER: /W-/Sb 



DEVELOPMENT LOG 



WATER QUALITY 



DATE 



CUMULATIVE 
VOLUME teal) 



P H 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



?m 



3£6r 



CZOqu 7.W IDt^^/c^ 



/% 6 A/T"K 



TEMP 
(C) 



/J. -Ft 



COMMENTS/ 
COLOR 



6 






$0' u 



? Wf/[7/° a ! 7, OS \\7<\ m-S/c ~ >W *T ^ 






9/i'^7\ 






/ti.f-^/c 



fc7/vru 



1/^ 



k?/*^ 



^i^i< 






tfclfATIHUL \7- 07 \ )M4f* S /c 



/3¥ArT0L 






^ 



Cui 



P?A/"l7^ti7.o.*. /'*-*> 3 /W 



7b 



//S/OT^ 



I! 



n 



Hi » 



*/'<A7|77*£t|7/* /* 5 '^ 



tvV 



if 3 /*/Tn 



/j. ; 






/}.i 



^ 



i i 



fr<? 



^i™ |//^^ 



Kf 



6 ^' r "V 






!<i ,",M 






///•2 ^ 



.<■ ^/c- 



3J.t^rcv. 



/3 * 



<? 



; /c't« 



?A/- 



ir» &■*(: 



: / f f\9}o&.c\7-o1 



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y^V 



yO ■ 3 ^ f L V. 



n. ^ 






ylitlii-.cjoo &L lis -15 / 



7l/4,7ii^^ L ^.f; 



//3-t ^Yo' 



3^. 7 aT^ 



/£> A^^ 



C'-^i^ 



/iHlh^lc 



^ 



Zcrprn 



loi 



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/j.^ 



i/je'' 



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p*-p £2 c-P^ 



/3.r 



C/ 



£* 



^hh^i^Cui j^ £ t 



/<73,fl /^i/c 



yi /^r^ v 



ihhi\i?° c ^ c.ii 



/02.7 ^>/c 



v< 



5*2.3 ^ r ^v 



e lliZrl'il\ c iGo c±l {dl 



/os -3 ~hJ[<. 



IW 



\1- L ( 



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37J^r 



OV 



13. V* 



OGDEN 



WELL DEVELOPMENT DATA 



eb a 



^r3 



PROJECT NAME: WlZTn P *c+ k«< DATE INSTALLED: T"1 '^1 
PROJECT NUMBER: ^l* 00 "! DEVELOPER: AA Cr 


WELL NUMBER/^-Zfrl? 








METHOD: 

OVEPPU MDArc: 


WELL VOLUME CALCUATIONS 

3. 14 • (d 2 /4)FT * (b-h)FT * 7.43 = 
OR FOR 2" WELL- 

(b-h)FT*.16= GAL 


GAL 


RAH FP 




SURGE P 1 nrv 


WELL PARAMETERS: 






_/Uck UJI cue ?^^p 


WELL DIAiV 


ETER (d) 


fin) 




AIR LIF 








SUBMER 
OTHER 


SIBLE PUMP 


WATER LEVEL (h) 
WATER COLUMN (6-h) 


(ft) 

(ft) 
(ft) 






WELL VOLt 


JME 


(22h 










- 


DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ ? 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 


COLOR 


ihj c n 


770& 1 C 


G.?3 


/0Q3^/ C/ ^ 


3£.£Nnu 


tf.3t 


dlco.^ 


*\\i<k\ c n 


^0 (^c 


6-^7 


/OH.Z M^/c-n 


3f.^^r-^ 


/^3 C C 


ll 



















































































































H EH B EB S 



WELL DEVELOPMENT DATA 



\ oVz 



PROJECT NAME: MM I*,p»«Am DATE INSTALLED: l/l/il WELL NUMBER: /g Q^ 

PROJECT NUMBER: jllCOO/03 DEVELOPER: jfc, £^ 

REMARKS: Cu^vlof.Vg \Jq\v~* /* ^ reAed opmrtrt' Oti/y. __ 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 
AIR LIFT [£"*<>) 



I 



SUBMERSIBLE PUMP 
OTHER 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT • (b-h)FT * 7.43 = 

OR FOR 2" WELL- 

(b-h)FT V16 = GAL 



GAL 



2S 



WELL PARAMETERS: 

WELL DIAMETER (d) _ 
DEPTH OF WELL (b) 27^ 
WATER LEVEL (h) 3% 



.(in) 
.(ft) 
.ift) 



WATER COLUMN (b-h) 2t3"7 (ft) 

WELL VOLUME £3. ^^ i;-l) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 
(Q 



COMMENTS/ 
COLOR 



\0\Sffl 



20 ml 



C.1H 



2% ^/< 



Or* 



&2 



\JTv 



10.2 C 






sou 



io.Hl 



^S.OAjS/c 



3 1.0 NTU 



lO.O° C 



Well* Zo&dj&jjQsa 



11 



ZQU 



L.S1 



?3.MfA 



35"/ NTU 



\0A°C 



naZy 



H 



1 2o d «l. 



(c.10 



11***1' 



%2.3VTv 



10. 1 c 



We/I SvrgeJj® l£o<,*l. 



II 



:. i 70-2*1 



(*A(> 



_%_qt AfS/^ 



W MTU 



10. 1 c 



Lifkf hro<m haze 



II 



210 



6,7/ 



ft.f^r/c- 



UHJ/JV 



io.$c 



it 



2SVi+1 



(oS7 



%.3^lc 



C" 



IZSPJTV 



10-7 c 



S»r 9 eJ @ 2V0 3 *I- 



u 



■Z00U 

Hoo pi. 



1.00 

i.oi 



IWjlSfc*- 



110 MTV 
Hl.S srTv 



10.3°C 



10.2 



10.0 



cl 



e«y 



OGDi 



WELL DEVELOPMENT DATA 2 <& Z. 



a a 


i m is m 












PROJECTNAME: MM Impart Ar** DATF. TNSTAT.T.FT: 

PROJECT NUMBER: ?/2 ooo 103 DEVELOPER: T 
REiMARKS: 


. <ffa/<rp WELL NUMBER: /gT)^. 


1 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 




iohshi 


' teOgd. 


L(*t 


1HS *\S>/c^ 


2C.S mtu 


I0.2C 


Clear 




// 


HlOml 


ioX* 


^.l^fa* 


^.a */rv 


iO.lt 






11 


SW g A /. 


C.i* 


<?S.H4 s /'~ 


CO. 5" ATV 


\10.7° 






SZOc^l. 


7./7 


^H.O M$l^ 


/7.2. at^ 


10.3° 






II 


Cl0 9q l 


7.3LC» 


ILlA/S/cm 


| ^.3 a/tv 


10.2° 


: k 


il 


LHOcfai 


7.3^ 


■IH.C M$/c~ 


12.2 Mtu 


joY 






If 


(oio^V 


?•% 


IHXjS/c** 


iO.Z A/TU 


tO.H° 






II 


loop!. 


7.47 


<ft.7 4jS/c^ 


ICifitTu 


10. H° 






II 


13o?il 


7.^r 


c fH.Z'J<lS/o« ■ 


J O.o ym 


toy 


clctr 























- ". 





_ .____ 




■ 












































- - • 


\ 




' 




% 




■'••..;; .' 


■■"-''. 






■", 


1 








■ ■ 












WELL DEVELOPMENT DATA 



PROJECT NAME: jflfljji DATE INSTALLED: T^^oyjTl WELL NUMBER:*; 

PROJECT NUMBER: ^/MOW 7 ? DEVELOPER:_Xl!r: 

REMARKS: 



MWig^ 



METHOD: 

OVERPUMPAGE 



BAILER 



SURGE BLOCK 
AIR LIFT 



0hL 



SUBMERSIBLE PUMP 



OTHER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h)_ 



Xd 



nt, 



H2M 



(in) 
.(ft) 
.(ft) 



WATER COLUMN (b-h) 1^3,37 ( f t) 
WELL VOLUME 33>33 



(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



^1$ 



3^ 



1.11 



If? 



0.3 



0A 



|..r-^j6 i^rrf 



cJ^co^r 



10 



UX 



l£l 



{,-> 



1-\ 






Of 



1,11 



\& 



2/1 



H.y 



Jo -j\ -,u ^ t; 



I Ho 



1M 



K^> 



1.7- 



lA 



C\ea 



■r 



VV5 

3-1 
3 IS 

350 



7i> 
7,fc? 



(O 






if 3 

153 

h"3 



1.7 

'•? 

1-7 

1,7. 

i.f 



To 







*f*> 



\< 



) v 



U13I 

■ H 1 


■ ■ ■ 


WELL DEVELOPMENT DATA 




\ o^^ 




PROJECT NAME: M M fc. 


DATE INSTALLED: Ocffojll 

DEVELOPER: d (r 


WELL 


NUMBER: 


fe 


PROJECT NUMBER: 3 rfotfclo 3 
PFMAPKS- 


IMU/lgM^v 
















METHOD: 

OVEPPUM DAr ' p 


WELL VOLUME CALCUATIONS 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = 
OR FOR 2" WELL- 

(b-h)FT* .16= GAL 




GAL 




RAH ER 






Siipr,F R| nry 


WELL PARAMETERS: 

WELL DIAMETER (<tt -** * *7 Cm) 
DEPTH OF WELL (b) 1 1 d- ffrt 
WATER LEVEL (h) *f) . ft 2" (ft) 
WATER COLUMN (b-M &1-13 fft) 
WELL VOLUME ^1^3 fgaH 




AIR LIFT fc\s ^L 
SUBMEP^ IPI P diimd 




OTHER 






DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


1 


DATE 

t 

t 

K 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 


-^ 


)fto*W 


2^^5 


S.otf 


lf> 


/?.& 


*,<? 






t ! 


fo 


ioi 


/5"3> 


I, 4 ? 


0.3 


1 I 




l< 


ir 


1M 


IO 


0.3 


0.3- 






l< 


[<?£ 


iJx 


?<7"3 


1"% 3- 


fcl 






I ( 


tef 


%§& 


rr? 


ia.% 


*«f 


ft 




it 


ir^ 


1M 


if?? 


n, 1 / 


J.* 


l l 




l< 


iftf 


\m 


I5~l 


i?-f 


0.f 


U 




M 


lit? 


ih 


1^ 


iv3 


#f 


IA 




\ ^ 


100 


"Ml 


IAT3 


w.> 


0.? 


V v 


y 


\ V 


11(7 


l.FI 


lp 


!>"/ 


° -i 


1 V 





■-•'•-'* ".f 




WELL DEVELOPMENT DATA Z^Z 





JSNwV 


?»B^H™-''i 












PROJECT NAME: IW 1 <~ DATE INSTALLED: Id? /A * i 7 V 


/ELLNU 


MBER: 


■»■."'*. 


PROJEC 

REMAJ 


:T NUMBER: 'bY^WMj DEVELOPER: £-(r 
UCS: 


W i&fA^ ■ 


--,._- 






---.v.' 


/DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




1 DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(Q 


■ 


m^ 


■ItPS 


*7'03 


i^~3 


O, a 


9-^ 


C \e<\r 




v • 


^w 


1,08 


If? 


aw 


&<T 


h 




■"' '.}.$**,'■ 


■ ■» 












• •• \v 


'. ' ' 












J 


• '-":';".' 


,''.'' 










- 




1*. [\ r 
















, 1 '"' 

■ . J''-' 














- 1 


v: <$;. " *•■• 














' ■ * - ■» 


• ■■.-.".•< ^•■i*'"' '•' 


' i :•■' ;L ' 















• •* vi'. ,X- . 


*■";' '• 






- 






•;'; 


■ * x . . ■- 


•■•: •£ 










• 


* ■'■'. 


' -' ..'-' ■' 


















'•'•..''"' 












■- 


* -. -"', '. . "„-.' 














1 


.-."" 














■ 


! -•i$& ; - . 








. . . .— __ _ . , 







WELL DEVELOPMENT DATA 



n m h 






PROJECT NAME: \A\AJL DATE IN STALLED :_ia^r3£> WELL NUMBER; Mum , 



PROJECT NUMBER 






REMARKS: IA^lUD. tcA> 3 & -> <> U^xjL-q^^ ( oLiA-g <*.<$-+ Ud~*± 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 
AIR LIFT 



/ 



SUBMERSIBLE PUMP 
0" 



)THER tK£-Ch\ R^NH-p 



WELL VOLUME CALCUAT10NS: 

3.14 * (d 2 /4)FT* (b-h)FT* 7.48 = V ♦ H"g> GAL 
OR FOR 2" WELL- 

(b-h)FT* .16 = GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) X . S (in) _^ 

DEPTH OF WELL (b) 4* ft (ft) -^n.Cfce^'S 

WATER LEVEL (h) b±H . C g (I'D <g.O"X^O 

WATER COLUMN (b-h) *£"• <a >*^_ (ft) CL*oU_j£=eJXn&7^> 

WELL VOLUME I -S (gal) r -,@ £>"*> ^ ^"^ 



2i?' 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



2<^feSS 



CUMULATIVE 
VOLUME (sal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ j 
COLOR 



^ 



is^r 



o 



k.g 



iv^r*> 



S^ 



17.^ 



u>. 



t^rZ-Oc^K^ 



i(cCo "7.S" 



^.^ ISMO 



CH^ 



IS".\ 



u 



CC3o 



"L1A 



6>« I 



llS.T. 



^•S 



«.^ 



a 



cPM-S" 



2-<S" 



GO 



( oZ . I 



i^oa 



tL"2- 






OSiC 



^e=> 



(*n 



$*M^ 






%.<\ 






og^r 



sr 



k,C- 



*irn 



2^8 



lo,\ 






o^cr 



7o 



k.Q, 



^S^ 



Ifco 



lOfl 



M 



O^^o 



T7.C 



o^r e^ 



( OCG> 



97-. C 









lg>3 

ion 

4i.q 



^.3 






i 



duooO 



% 



1~i fTt&H<8 

WELL DEVELOPMENT DATA -2. o^ 



J 


.*?3 ' EH 


s§ 9 a 












PROJECT NAMEiJ. 

PROJECT NUMBE1 
REMARKS: ~Z") <? 


■4 KA(2- DATF HMSTALLED: L *V^ -*J ^ WELL NUMBERmljmS, 
ELXl^cxseaicA DEVELOPERS^^^/(£*-rvV_j ^POAJI^td 








^ 






DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME Utah 

> 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 




UxS" 


VCXD 


UM 


3^.1 


-?^>M 


a.S" 


LVfefc+T~ 




voso 


vo-T.rk-M- 


<3o.M 


24.1 


12. (^ 


<1looc*-j 




10^ 


'\\^ fe.<-f 


8£-^- 


l^.TL 


11.4. 


CU£=A&. 




LoSb 1 11X\ fe.Hr 


B^3 - 


1.0.(0 


ftjC 


J 


1 1 


09.^ 


S.i* 


i3.4 




i 1 


88-4 


&>.<l"2- 


15.S" M 




: 1 


S"?.^ 


"s.e>c=. 


I3.^| u 




U2.^i I'i'S" j^ 


87.4 


M-.02- 


13.^ 




l.l"io| L"V).C (<=,.% 


€>c,C 


V<*^ 


15. q 




! i 

! 1 ! 










1 

1 

1 

1 


1 
1 


i 

1 

| 






1 ! > i 








III 1 

i i 






J 


i i 

! ! 










^p 






















| 





WELL DEVELOPMENT DATA 






s m 



PROJECT NAME: ^Mf^- DATE INSTALLEP: Z^S-Sft WELL NUMBER: Huh«i / 



REMARKS: 2( P t<^^ B_T J<gggSa£l^k^_i: £Loa, ^ 




METHOD: 

OVERPUMPACE 

BAILER 



SURGE BLOCK 



AIR LIF- 



s/ 



SUBMERSIBLE PUMP . 
THER LtVl£<<= 







WELL VOLUME CALCUATIONS: 

3.14 ♦ (d 2 /4)FT * (b-h)FT * 7.48= U7% ,t& GAL 
OR FOR 2' WELL- 

(b-h)FT * .16 = GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) ~7..sT (in) 

DEPTH OF WELL (b) ?^S (ft) 

WATER LEVEL (h) M:*^.GR ( f t) 

WATER COLUMN (b-h)lS§LS3?(ft) 
WELL VOLUME Lrf% (gal; 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME foal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 

(C) 



COMMENTS/ 









c^g*>o 






y<OOD 



o 



gTT 

(cOO 



~1MZ 



~2.U8 



m^. 



\M-if. o 
1<-H-1 

m-p.t 



4*.C 



d-fe 
H. 1 

li.S 
t(.k 

IKI 



G— oi^>o 



%■ 



\.* 



WELL DEVELOPMENT DATA 2 ^^* 



3 9 9f -M n 



PROJECT NAME: \J[ vA £L DATE INSTALLED: "Z-T^ ^ g> WELL NUMB ER Mu) l^ 

PROJECT NUMBER S t-Voooio-S DEVELOPER: rC. ^ R.~ j I \<>^yi*J**jx& 



REMARKS: 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gall 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COiSLMENTS/ 
COLOR 



^ 



\0\£ 



ISo 



7. LA 



[1J-..& 



Si- .1 



ll.< 



>t 



J03O SZ^ 



"/ns" 



■^o.^ 



<+z.s" 



ii/i 



u>t£ 



^OO 



-J.-ty 



IIU-L 



y*.s 



10.^ 



10O 



^15" 



"!.-)( UM-.q- 



28D 



io ."/ 



[liS* 



oSd 



"?."!*> U^-4 



7.1.7. 



l£X Co 



ir?>o i^ i.gr iio.i 



ZS.^c 



iaC 



\w<r ^ico i^.g^ log."*. 



2.M-.3 



iO.G> 



tzoo^mr i. 



1 OG> 



O 



18.S( 



\o.$T < cu^Z, 



iZif v^>SD h.87 \o(o. I 



l^.^o 



\0:S 



173d | ^xS" p.Qtjl ioco.1 



to. ^ 



ion 



<., 



iTJK" >Sco b.^f i igs:i 



S.^o 



11. 1 



2>co i >.sir n.^4 vo^.^ 



8-"^2. 



II 



i3ii lfc>9^ b.isl Lo4-.^> 



■?■>/ 



ILC 



i^o 



>~?2i 



b3*S" 



VCtoo 



LSco 



U&")S" 



->.«»& 



lO^-C* 



-l.*»t 



23£l 



to^.q- 



l."Lo 



6^4" 



U.& 



12. M- 



i oiks' 



fe,lo ^ (^ . Tj j ^&J >"L.~i 



Cc£>fMS- 



B Q H EB B 



WELL DEVELOPMENT DATA 



1 O^ 3> 



M 



DATE INSTALLED 



: q/«A)7 WELL 



PROJECT NAME:. 

PROJECT NUMBER:_3l3^^ nFVFIOPFR: 5Wfl CKi4k^) 

REMARKS: 



NUMBER: MlT& 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE ElOCK 
AIR LIFT 



Hh pnAlp 



WELL VOLUME CALCUATIONS: 

3.14 • (d : /4)FT * (b-h)FT • 7.43 = GAL 

OR FOR 2" WELL- ffj 2^f W*H = »25 * 4-k\ff 

(b-h)FT * .16 = GAL 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) _2_| iin) 

DEPTH OF WELL fb) [ Q___ 'ft' 



WATER LEVEL (h) 

WATER COLUMN (b-h) 

WELL VOLUME 



_ 



n c 



— l 



(ft) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



'EMP 
(C) 



COMMENTS! 
COLOR 



10-^17 5 gallons 



£>,37 



°(\A Jqc* 



OK Scc^ #.0 






ft^. a 



10-^-^7 fOyjoft5 



to-H 73-5 tolgj 54 ^ 



14- 



6-Z3-t7/S^l)0A5 



6.6) 



7I.O 



j4>- 



23*5 



«. ? 



r>2$-?7 XO^atlorvs b.oS 



(rfl.5 



WCK 



off srale 4.4 



SAC v*i+" ov 






l°-^I_u$^3 I (p. 33 



io3. fi j4H (p3Lo 4.4- 






lo-a-17 



10-25-1/ 



q5 jA.ll Qt$ 



45 jailor 



(£>2(p 



^7,°|PH _*jg ^ 



k_ 



bS.H 



CT. 



PuJ*p S~ V 2 j^ 



> r ^ole j_ 



^{je/tVw^ 



1D-Z3-17-. $Sffd)Q*0 



<b.3f 



kSgjgk %°\' % 



iO-2^,7 



6S^bs|5. £ )3| ;|£,5.q«/o- 



tfscoie % **p ^H, 



■to- 



%A0\lQfO (ff.\<\ {,5.5 mU, 7/? | 1-t> 



PROJECT NAME: 



WELL NUMBER: W$5 



PROJECT NUMBER: 3j^95Q^ DEVELOPER: SWoA CK i|W| 
REMARKS : f -fc ? ^U( [J0^±<l2^ 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



10-25-17 



?5<^l 



M7 



(>5.o jljs 



c'/*\ 



4 # (pL? 



H 



pwnp •s4ccpe>' 



10-2^7 



^1 



4\ 



lo4 4 ps/o-r <ff scJe 



I0P 



• * ■ * ■ - — - ■ — ■ ' — . — . , . . ■ — ■ ■ . . , — ... — , _, — • 



I 4.7 k'/^/U 



iOjjfllgyl |Mj 1 & ft ^Jck! 700 



w 



J>Vrt 



iw 



(c.57 



6)1.5 /.is/cK 



C^Tso*-^ 




Cff 






/"s, 



-L^ti 



I YD 



I 



A^i/ 



/o ^/tfA-^j 



kill ^IHem 1 mJ 



1 ,4! 



f /, s, '£ /** 



^1 > / 



imiAn^JlsMS ^^ "%J /y/4 









V -£Z ^ 



O V ^< 



iL2 



47* 



^^7?l"U7 c J 



/» ^W^: 



-S^g- 



■J E^l 



LLQf\£J>7 



to'Vj'W 



&* 



5-Zh 






AQ.A W 



/t^ 






i^L 



/ 



^urUii. 



¥LZ-J<- 



M. V m L. 



JZ 



> 7 ,»-«■ 




'1 ^ .ijl' 

PROJECT NAME: f^M ^ DATErNSTALliD: ' . 'gJ£*J: Zf2 / ' WELL NU JvffiERJ^#^ , 

PROJECT NUMBER: Z/JaoGaS DEVELOPER: QcSe^ Lefl ^^"^ 

REMARKS: - 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(Q 



COMMENTS/ 
COLOR 



/o-yM7 



All 



M2, 



suL 



to, X 



J^.O AlfU 



Mf> 




'/t-df-97 



4 



^L 



^Jg 



/<?, ^ 



/*7^ 



^,4 gjg& I 



f 







WELL DEVELOPMENT DATA 



H Q B H B 



Pa 9 c | (\^ 



PROJECT NAME: AjM !*{>** Art* DATE INSTALLED: f/n/*? WELL NUMBER: H .g 

PROJECT NUMBER: 5/3 ooc 101 DEVELOPER: T7~, "b *yeS 
REMARK- N^., A~L ».~* ikJ o* tolii-ki. 




1 < 




METHOD: 

OVEPPU MDAnp 


WELL VOLUME CALCUATIONS: 

114* (H2/4)FT • (b-MFT * 7.48 = GAL 
OR FOR 2" WELL- -\ £" r .-//- tC* t^L— i-.-If 








(h-h)FT V!6 = GAL 


\^-'/ - . -»-' ^ — - -—7— • 


□ All CD 






SUPOE Bl nr V 


WELL PARAMETERS: 

WF! 1 DIAMETER (d) 3>J Cm) 

DFPTH OF WELLfb) 176.5" (ft) 
WATER LEVEL (h) llO-^O (ft) 

i 

WATFR COLUMN ib-h) £> ffrt 


AIR LIFT Aah 

SUBMEP^'^ 1 p Dl 1MD 


OTHER 












WELL VOL 


JME 1.3 fsaM 








: 


DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 

(C) 


io/i/v 


/ / GJ. 


l.tL 


2%.^/L 


Off&lfe 


/D..4° 


Pork brawn 


// 


20 cl. 


7.73 


3V3«S/k. 


0£fS.«fc 





o.\ GPrn 

on Ar*J\ Put*p 


a 


30GqI. 


7.61 


303 ^S/c 


7 7/ NTV 


0.3 




, a 


3^6j. 


7.3£> 


}7^A- 


3/5~A/fc/ 


/1. 4° 


OX <>?" 


// 


ifOGql. 


7.3*. 


acsV/U 


271 /vru 


/a?" 


Li'a^f proi~*n 


Hi 


HSC,I 


7.11 


^5"3/w^A*^ 


2.Cy a/tv 


-0 
/0.3 




U 


CO Gal 


6.5"/ 


H^xjS/c- 


2**1m 


io.'/° 




I0J2JV 








. 




M? data ce|l«tred 












1 / / 
A7//577 7 


706a] 


7.^ 


*3£ WV^- 


tf#S«t 


/Lo. 


Brou/n 


// 


SO Gal. 


7.0/ 


3/9' ^S/c^ 


tiS" atv 


\otf 


A/-dn p**~,p rai-e(cp 

OS GPn 



128 



III 

SI s 


VMM. 


3 


WELL DEV. 


~3 O^sva^MT P£7£ 


4 Avjc^of^H 


PROJECT NAME:/^ r^ /U* DATF INSTALLED: 1/Xl/*7 

PROJECT NUMBER: IROnnlOl DEVELOPER: T,w* D^^ 
REMARKS: 


VELL NTJMBER:_2_L2_" 














DEVELOPMENT LOG 




WATER QUALITY 




i 

i COMTvLENTS/ 
COLOR 

i 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


lO/it 


10 Gai 


6.^3 


ej J 3 -Af -> /en 


£li vrv 


|/0V 


i 
i 


II 


lOQGd 


6.&<? 


22ffjlfS/c~ 


HZZa^v 


//.a 


1 
I 


loJlG 


HO Gai 


6.10 


^£6ycpA«" 


2\<o Vfv 


I/0V 


OSGtr 


n 


QO Gal 


C-^ 


J2M-SA* 


3*1 ffTV 


i 


n 


/3oG*J. 


6/>V 


2//WS/^ 


200 vtu 


\i0.7* 


i 

i i 


// 


1 HO Gal 


6.77 


^.O/^J^/cm 


111 N~V 


\ io.s° 


I 


ti 


/50GcJ. 


CW 


301^S/c~ 


2,1% UTu 


10*° \ 


// 


/60U. 


(*.%% 


202^S/*« 


/5J /^Ty 


10.? 




n 


I706J- 


C.7<? 


^o7a|S/c^. 


/t9 ,VTO 


i 


a 


'SOW- 


(o°i\ 


AOfojSA^ 


/V5AAU 


10. ? 




U 


now. 


L.n> 


3l0OwuS/ c ^ 


121 NTU 


10.7° 




n 


ioo^i 


(o*\ 


^00 jUjS/c*. 


I^C^u 


10. C° 


H^Zy 


if 


^IOGaI- 


(,.<?/ 


/t7^5/ Ca> 


liO /vr u 


io.i s 




// 


A306«l 


(*$1 


^)(-^S/cAN 


131 Nftf 


/oV 




// 


^30 


<c,Z\ 


I ^7^5/^ 


131 A/TV 


ID.? 


lI 










! 





OGDEN 



WELL DEVELOPMENT DATA 





mm® 








/ 


W3c/>4 


PROJEC 

PROJE( 
REMAJ 


T NAME: MStfi Z~p** Ar<« DATE rMSTALLED: c t/^ e il WELL NUMBER: 2J S 

:T NUMBER: 2/3 000 ,03 DEVELOPER: "77^ D^vr/: Sh+,~ CU.-++^ 

IKS: 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(Q 


io/u, 


■3WGJ. 


C» 


^04 A|S/c* 


36>S" A/TU 




II 


1S0G«| 


G-1/ 


aoi -mSa- 


I £7 rv/T^ 


1 3L3S"6«IUs 


II 


160 6*1 4, .?7 


3.0 1 -ifS/c* 


/££ /W 


; 10.4" | 


II 


StfOG*!. 


C.1I 


/% -«/5/U 


\H NT[) 


1 10.7 ! 


>« 


^oui 


c.« 


.*/ ^$A~ 


l35Afi/ 


1 


l< 


^0 Gal 


^fl3 


10 f -«iV«- 


IVsnTu 


/0.7 1 


1. 


300 GJ. 


k.s* 


I^Ji^/c^ 


20.* NTU 


10. C \ 


3\ou\ ^° 


\<fc *]$>[<*« 


718 NT\) 


. 1 <d<r*r 

16). & 

i 


10/17 

1 


S2oGd. 


(0.13 


■WCMfiU 


JUS NTU 


c, >g 1 Itaj 


// 


330 Gj. 


£.<f7 


201 JjS/<~ 


/ 72. A/TV 




" 


S^O^l t,5(f 


2.0% jiSjm 


|S5 MTU 


b.r 




>/ 


3*0 G»l. 


6.5"V 


±0% jfi(c*« 


//£> a/tv 


17° 




" 


3G06*|. 


£.<Q, 


m jojS/^ 


7/. 5 MTu 


IO.o° 


*/.>**■/,, #»zy 


n 

> 


370Ga/. 


4.64 


20 1 M&» 


— 

6V.3 MTU 


%1° 




3^64/ 


4.73 


3.03^^/ck, 


(o\S MTV 


10.1° 










T 





OGDi 

m a sj & ® 



WELL DEVELOPMENT DATA 



P#?tH*(H 



. — I 

PROJECT NAME: Mtlk STipactAre* nATF INSTALLED- 7/W?? W^ 1 NUMBER: 3/ S 4 

PROJECT NUMBER: 3nooo/o3 DEVELOPER: 77-, D^^. £L/dhCA,y»~ 

REMARKS: 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


io In 


3 % U. 


C.&s- 


JlSjfSfa 


4£.J aw 


W.*C 




* ^Ob 


6*31 


lol nS^ 


50. | 


r 

! io.k 1 


// 


4 ID 


b.rf 


2-0^>Ws)av 


52. If 


K>-i| 


<i 


4-20 


^ 


m 


47. 5 


10.5 




;/ 


45© 


fc.?l 212- 


Sk. D 


fl-2 


i 


1 


44d 


wi 


.2.04 


55,4? 


[1.6 




/* 


450 


!p# 


od7 


SM 


/0.9 j 


ii 


%o 


7. Of 


/?7 -^{^/c-i 


$X.S NTv 


/c%r°| 


// 


HlO 


£.^7 


303 M^/c*. 


(ol<l MTU 


/o,7° 


S 'I'jlrtb ko2.y 


// 


H%OG«\. 


6.V 


irpj/S/c 


ZCy.O MTU 


yo.v* 




— ._. . 


— . .". 















- 














•- .. . ■ ':. 




■ ■ - ; ^''. - . - • 








•;■'.'■': 


■ '•:'. : '■'" ':. •••""' 


•. ..._■ 


:.:-".'■ '• .-;■"/-■;- ||f 


\ 




1 


'.•'• ■> 


'•"'.,':."'.- '■ 


■ •." . . 


.•■:..;■ •'. •■ lltip^j! 






1 

















OG 



WELL DEVELOPMENT DATA 



B B B 



t cV3> 



PROJECT NAME: AjM I^fAre* DATE INSTALLED: ?/nA? WELL NUMBER: l\ S 

PROJECT NUMBER: 3/3 006 101 HFVFI OPER: TT^ ^> ^yes 

REMARKS: Neu A*L pm f \lic± °« lohckf. . 



METHOD: 

OVERPUMPAGE 

EAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.43 = GAL 

OR FOR 2" WELL- ^.$*\^lh .1$ '# coJUm A*.)Af\ 

(b-h)FT' .16 - GAL 



SURGE BLOCK 



AIR LIFT Aak 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) ^-^ (in) 

DEPTH OF WELL (b) 176.5^ (ft) 

WATER LEVEL (h) \10-$C) (ft) 

i 

WATER COLUMN (b-h) 6 (ft) 

WELL VOLUME f.3 (gaP 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



'EMP 
(C) 



COMMENTS/ 
COLOR 



/0///77 



// G.i 



7.r6 



^%^V c - 



Offbeat 



/2U 



"Eli.' r*otrJ p v~ip ruf* 



// 



3.0 G< 



7.73 



3V3W<w. 



OtfSc/f 



/2.<? 



a7 6/vi 

on ,4r«-A A//sy3 



// 



30 Gc 



761 



303 ^S/^ 



771 



NTU 



Q.3 



// 



3r&J. 



7.36 



a2M/~ 



5/5~A/fc/ 



II. 6 






// 



*/0 Gq/. 



73^ 



2 CT^/c*. 



271 vrv 



/a?' 



L-i'jht 9r>ow^\ 



Hi 



HS-Q,! 



717 



a«r3^s"A' 



2 £ y /i/ry 



/0.3 



60 6ol 



6.57 



}4*^S/ 



CM 



247 



A/ TV 



K>./' 



/0M7 



Jjo/isr/v 



7(7 (W 
SO 6J. 



76g 

7.0/ 



«£ wV^ 



3i.?' ^ 



cw 



CIS ww 



l-o. 



W.3 






Brown 

A^^A f SJr ^P sate (tip 



OGDi 



H S3 



"sziy.ri 



@ £1 



36 .. 



■^:WELLDEVELOPME^T DATA^lW^ii 



PROJECT NAME: /^/? r-^4^ nATP.lMSTAT.T.Fn 


• ifxxhy ■ ' 


NELL NU 


MBER:!)/^.. 


PROJECT NUMBER: iROnn W> DEVELOPER: Tu, D~*^~- 
REMARKS: 


aO-2| 5 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 

i 


DATE 


CUMULATIVE 

VOLU\E (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(Q 


w//r 


10 Gal. 


Q.%3 


J. ' 3 -^ -> /c«N 


ffoi A/rv 


|/0V 


! 
i 


;/ 


1 00 G«l 


(o.L^ 


i^S'vtfS/c^ 


W^ 


//.a 


| /;^A t P^ow*, 

I 


/fl//6 


110 Gal . 


G.2.0 


2.66^pA~ 


31G MTV 


i 




// 


UOGaJ. 


C.W 


321-M^A* 


3S7j*tw 


ro.<2° 




«*/ 


/3oG*|. 


6.^ 


211 4$ /c~ 200 ^ru 


i 

o 


1' 


// 


1 10 G a \. 


6.77 


^Of^J^/c-m 


111 /VTl; 


io.s' 


' -- 


i< 


IS0G4. 


G.^ 


aoi^S/o* 


^D A/T*u 


1 f." 




// 


IGOU. 


C.2S 


2co^/<~ 


15} /VTU 


/ftt* 




n 


170G«\. 


C.79 


2o7-*fS/«- 


W /viu 


i 

I6.S 

i i 




n 


^OGJ- 


653. 


iOfji^SA^ 


/SSlVro 


I0Y 




11 


MOGrf. 


Lxi 


iOO-qS/c 


121 NTO 


/0.7* ! 


u 


lo<>G«| 


(oM 


ioo j^S/c. ■ 


( olC^TU 




10. <• 


H<\Zy 


1/ 


2I0GaI. 


<«.% 


117-hS/c, 


i^O/vru 


lo.i 




J/ 


2X>6«I 


0*7 




I3>! Nru 


10M 6 




II 


^30 


&.2I 


l^jy^S/^ I3l/vfi/ 


ID.? 


'.l 




T 




I | 



OGDEN 








B 83 


m h ■■•■ 




* ;C. ^'^V;:^:''' 1 ''Vi^-'X .— 




&Se ! 3 2T3 W:. 


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PROJEC 

PROJE( 
REMAI 


T NAME: /W J«/^ >U« fiATE INSTALLED: q/&/l7 ■ WELL NUMBER: 2, IS 
ZT NUMBER: j/3 ooo /03 DEVELOPER: "T^ Dw/' , nOtO-?, 1 S 
IKS: 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 




10/u, 


■JWGa/. 


£» 


20 ^ ju[£/c~ 


3C»5" A/TU 


c Ma*/, tfefl is 




" \ 150 QJ 


t.i/ 


201 -m s A- 


|£7 ^ 


| 3L3ff6«JUi 




n 


IGoGaI &.r7 


3.0 T 4fS/c* 


/££ /VTf 


10.4 1 




" J 170 U. 


<*.il 


/% jj(S[v 


i /€ a^tu 


•1 

107 ! 


_ 


i ,i 


3tf06J 


c.« 


fl1 JJfS/c^ 


i3.5"aTv 


\ori° \ 




l( 


^OGal. 


fr.<?3 


10 1 ^v«- 


WStrfu 


| S.UjMyftny 

10 n ! 




3006J. fc5* 


m^fcx* 


gQANTO 


KH° 




" | 3I0&J- 


6»-T0 


iqs^jSlo" 


71? VTl 
















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i 

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• 





























OGOEN 



WELL DEVELOPMENT DATA 



a a 



/ 43 



PROJECT NAME ^AlX^d-Zka DATE INSTALLED: 

PROJECT NUMBER: *A3QQ*/fl3 DEVELOPER: ^' & \ 
REMARKS: 



WELL NUMBER: 2/4P- 



METHOD: 

OVER PUM PACE 

BAILER 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT * 7.48 = 

OR FOR V WELL- 

(b-h)FT * . 1 6 = GAL 



GAL 



SURGE ELOCK 



AIR LIF 



jriAic P«*y 



SUBMERSIBLE FUMP 
OTHER 



WELL PARAMETERS: 



WELL DIAMETER Id) 



DEPTH OF WELL (b) 



M 



- / 



ZIS-.2 



(if.) 



WATER LEVEL (hi l~7f • ' , t) 
WATER COLUMN fb-hl i"l»'f tfp 
WELL VOLUME 3 j '^7 [ S ;| 






DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URSIDITY 
(NTLO 



TEMP 
(C) 



COMMENTS/ (^ 
COLOR 



7-/T-/7 ^ ^6 7 . of 



/W^/ 



3^3 N*r^ 



/^ 






vo^,t- 



?8 &*l 7Vf /ff.*MS/ c 



7S/*T« 



//.*' 



/' 



,aoG^ 7" /KC^/t* 7^/vrx 



_ • 



//•■> 



// 



1/ 



7-36-17 



^00 6cl 



7.3* I27M** 5 1 C ^ CZluT^ 



1.S3 



U?.2* s /t 



J. 4* /a?.7» s /<- 

1.1V lllf.s^/c 



(,-it j°*-o»j/ c ^ 



7-oy 



y./M^/c 






50* a/T«* 






l< 



// 



0. 



OGDEN 



WELL DEVELOPMENT DATA 



a #£?> 



WELL NUMBER: MV-1U> 



PROJECT NAME: Al**£«f*i+Ar*\ DATE INSTALLED: 

PROJECT NUMBER: jWWn DEVELOPER: ^' jgf^gA^ Jf f*Q^<&eJ 
/ 7" D uyer 



REMARKS: 



METHOD: 

OVERPUMPAGE 
BAILER 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT * (b-h)FT * 7.4S = 

OR FOR 2" WELL- 

(b-h)FT ' .16 = GAL 



GAL 



SURGE BLOCK 



AIR LIFT g^jA^g 



SUBMERSIBLE PUMP 
OTHER 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h)_ 



WATER COLUMN (b-h) 
WELL VOLUME 



.(in) 

.(■ft) 

.(ft) 

.(ft) 

.1221) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DA- 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



"EMP 

(Q 



COMMENTS/ 
COLOR 



r-sH7 



yye 6* c 



7o3 



/'fit**/* 



4?S /VT^ 



I/.9 



UZoG* L 



7-o? 



/03.> 



ryf/c* 



Sqo pru- 



tfv' 



/■LrJi-ty f^ "-**/ 



/' 



s^ Ul jif 






1*1 1 Jo II. 1 



\~ 



If 



5<£? tW ^v7 !&<y, 



r^/ 



fCt>^ 



£¥/ /*-£> //-5 



fa* uJ £<& 



fc*S, 

/ov.3. A. 



as& ^ u- ? 



°ihh 



LPS' Gel. 

loo 



7. if 



TV/ 
7.43 

7.^7 



2 IS jiS/< 



««n 






<?T / .W* 



ZlfA/ro 



7&a NTV 



4/5* A/TV 



a? mv 



1W 



iw 



US 



H? 



m.c* 



^few, Es1. f>v**p rate 



OGD! 



a 



WELL DEVELOPMENT DATA 

_. 3 of S 



PROJECT NAME: /W T^y^f A«- n ATE INSTA! T .F.D 


1 

WELL NUMBER: 2 10 I 


PROJECT NUMBER: 31.7000 fOl DEVELOPER: TDw^r. UUUXr. f.P, 
REMARKS: 


>f«*«£/ 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY TEMP 
(NTU) (C) 


COLOR 




^7 


730 


7.X 


1L.2 «S/c~ 


117 VTV 


6 






/• 


760 


no 


ISSmX/c* 


j 




" 1 1<\0 


7.11 ^.1-kS/U |7 3l /w i* 3 




" i gao 


?.Wt 


11.S AjS/c« 


J77 a/ TV m° 






// 


25"0 


7.5b 


WlS/cm 


1 7C /vm 


W-l' 


( 






























I 














i 
• 












































! i 












































A 














» 






ci 










I 


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WELL DEVELOPMENT DATA 



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B SB B B S 



PROJECT NAME: IMP Tyi^d DATE INSTALLED: 9/24 /f7 WELL NUMBER: frlU2£ 
PROJECT NUMBER: Sl3&66\63 nFVFLOPER: Slftafafl fll/ft W\ 



REMARKS: 



METHOD: 

OVERPUMPAGE 

BAILER 



SURGE BLOCK 
AIR 



MCT (XfCVv pU^f> 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT • (b-h)FT • 7.43 - GAL 

OR FOR 2' WELL- a.^U/f //- . ^S"* \V<«t^ cdUm*/^ 

(b-h)FT • .16 = GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



jlA 



(in) 



SUBMERSIBLE PUMP 
OTHER 



DEPTH OF WELL (b) lf6 . Q, (ft) 
WATER LEVEL (h) ( 7(p. /6 (ft) 
WATER COLUMN (b-h) S .{ L (fl) 
WELL VOLUME . Ho (32!) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



"EMP 
(CD 



COMMENTS/ 
COLOR ""-" 



1 yy ba 



10 to 



rj 



10 



*1 



*S5 



gz jiS 



Ac** 



ofele gn 



Vi jiy.4' cf4v« e/brc 



rd 



H 



&<\ft\ 



5.15 



f4.3HS/o^ 



ft/fgyJf ^ 7 



or<w*efhr< 



35,^ 



165 



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'CHY^. 






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dtfszle 



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c$$&lt 



!0> } 



T^T^ft^j^iiKV 



/; 



7^ 

7ffix 



fo^i g^ 



11 5 mm 



37% 



b.L 



/; 



[ o, 



01 



73.ojb5/ci«\ 



,Zo<$ 



10. 1 



Cloudy, *eflj \ijflt~ 



m 



a 



6.10 



IMLus/cn 



'; 



ffStpl fo.iQ 



70. 9 jt/s/CK 



■ 1) 



^M UX 



73.2MO\ 



26 s ; ^-f- 



444- 



45 



/d.°/ 






w: 



n.z *£&<*** 



^- 



IV. .01.. 



^ /TX-VXif 



ft*p rale #5/"^ 
(f\cjM -Kmfis &'*- 



WELL DEVELOPMENT DATA ZoU 



OGDEN 

m a si %a a ■ 

PROJECT NAME: fl\IY\P TfV^P^ DATE INSTALLED: Q/24 /ff/ WELL NUMBER: fl)U 2 *. 

PROJECT NUMBER:3feCCP) Q 3 DEVELOPER: SVoK ChMU*A 



REMARKS: 



DEVELOPMENT LOG 



WATER QUALITY 



DATE 



CUMULATIVE 
VOLU\E (gall 



P H 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(Q 



COMMENTS/ 
COLOR 






k/4i| U34 



l».40| TO-SjjS/^ 



11 



iD.5 



A/ 



11 



ggfjjjAJ foggw J 175 jio-7 !Sg3 r|ot 



/! 



^Ml 6>.SS| 7Q-4 jus 



CJV] 



<Vl5 



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I*. 



// 



%1| (..tf| lO.^S 



Civ] 



oP-f sftJe ! ib. 4 



;po^|fe.2ll ^,0,^ J gbO |/Q.2 ; ^^r 



// 



// 



10230! [U3j 6/1.9 Wok 1 ^°° i ,a 7 



c/<judv/ 



fof^l^.27| 70.4^s/ Ch | (JO 1/Q.?1^/ 



/! 



// 



fofo^l|5-Q1j tO-fe^K IQQ I'M 



ioMwi w.ojisIck ! w i|o/ (Sjatei 



xdk 



// 



! ioq ft aj |fe.i4- 1 fel^j^am j $3^ [lO.ZJT^ 



// 



mb ^i-M^i (piij jm ggg** 



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113 



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3.7 



Key! LS3B 72-L, iKlrj^ 1 54- 



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QGDEN 

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WELL DEVELOPMENT DATA 



S^L 



^ROJECT NAME: OlW^lJVpfld' DATE INSTALLED: Qp4 /^7 well number: j^jf* 

PROJECT NUMBER: 2)3000^5 DEVELOPER: Shflflfl CH iH^ 

REMARKS: 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



o/a^ )20^\ 



Q^7j 12S t fo 



WATER QUALITY 



pH 



CONDUCTIVITY 



Uio 



71.9 A, 



TURBIDITY 
(NTU) 



TEMP 
(Q 



COMMENTS/ 
COLOR 



46 



<?.<? 



jlgiu fg [gjEg 



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Id, 





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q.o 






\°lz\l<n\ \top\ b-75 SUjjs/ 



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79.S/JS/cn 



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6./0 



145$ 



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555 



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£tZ*pfc£-P 



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10/21/97 



240^1 to.4(o 



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WELL DEVELOPMENT DATA H e* 4 



a S3 



PROJECT NAME: pft f^ P 1 /Kflftd DATE INSTALLED: 4/7.4 / j 7 WELL NUMBER: ^. 

PROJECT NUMBER: ^! 3 C0Q|O3 DEVELOPER: < ^QJtA CJfr ftafry/^u: k ^ 



'^CcPki '^t 



REMARKS: 



DEVELOPMENT LOG 



WATER QUALITY 



DATE 



CUMULATIVE 
VOLUME (oaTi 



P H 



CONDUCTIVITY 



in 






A~) 



TURBIDITY 

(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



feo^v" 



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WELL DEVELOPMENT DATA 



5*\L 



PROJECT NAME: jM.fi DATE INSTALLED: Mfyt^l WELL NUMBER/VPQ- - 

PROJECT NUMBER- 3 &OQ0IO1 DEVELOPER: k//- 

REMARKS: 



DEVELOPMENT LOG 



DATE 



l W? 



v* 



CUMULATIVE 
VOLUME (gal) 



34 f 



3rc? 



WATER QUALITY 



pH 



£. 



6,6; 



CONDUCTIVITY 



£U 



7s?.T> 



TURBIDITY 
(NTU) 



6& r ? 



X/2_ 



TEMP 
(C) 



U?.(7 



<H 



COMMENTS/ 
COLOR 



C\suJLi 



r<V.« jT-^ ^"R re 



J'Vv" 



\ \ 



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WILL DEVELOPMENT DATA "-MlB? 



'' Si* 



PROJECT NAME: t^M K- n atf imstat t Fn- 

PROJECT NUMBER: 1 1 3 e? ^ r/S DEVELOPER: 

REMARKS: 


ZXlfejihl ■ WELL NUMBER: Mk/£: 


y ■;■-•■-•••- ■ 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


n*t,<n 


w^t 


if' 


BOA 


001 


U 


Clttir 


1 


H^o 


^r4 


So A 


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( ■ 


/ 


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0e>~> 


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£.H7 


Bo.S> 


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6,n 


81.1 


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h^o 


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WELL DEVELOPMENT DATA 



) o^Z 



■ 



PROJECT NAME: /"^M 
PROJECT NUMBER: V>0O*to 
REMARKS: 


DATE INSTALLED: 7'?f'f7 
DEVELOPER: ^' &*>"»7^ 


WELL NUMBER:***-*** 










METHOD: 

OVERPUMPACE 

RAH FP 


WELL VOLUME C 

3.14 *(d 2 /4)FT*(b 
OR FOR 2" WELL- 
(b-h)FT* .16 = 


:alcuations 

-h)FT * 7.48 = 




GAL 


GAL 






SMPOF Rl nr T 


WELL PARAMETERS: 

WELL DIAMETER (d) X (in) 
DEPTH OF WELL (b) f *> ' (ft) 
WATER LEVELfh) I**'*/ (h) 

WATER COLUMN (b-hl / // (ft) 
WELL VOLUME /' o &u (- feah 


AP 1 IFT 


SUBMERSIBLE PUMP 

*7/i d^ "«/ P*v»Q 
OTHER / 


DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 

f 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 


0< f/io/?7 


2 fr.c 


6.U 


/o?.t pSJt^ 


o&Sc+U 


/*-./■"■' 






5" <£^ 


G ■ ' ■ 


70./ M S/c~v 


ysfAjTu. 


/*-?* 


O <"V u/ -< 


.' 


% Ul 


C 7% 


6 G ?*Vc^ 


%9&VT(A. 


/*?* 


rZ.t/c fops, h IS 6ft 


i' 


// &U 


G-l* 


Q q. 7rS/c^ 


Q7$*)TU- 


/? y s 


it 


i, 


/% £»L 


G-*' 


Q3.f^ 5 /c~ 


2 2CJ nT\K 


/!/' 


i' 


•> 


a ^ L 


&.*! 


(,1'3^/c^ 


I OJA/TlA 




ii 


■I 


If 6*L 


C-M 


Old Mc^ 


2*/j ^ rcA - 


/i-V' 


6+ fcfJH/*' 


h 


}^ aL 


G K 


£2,7 » 5 /c^ 


/<J7 ZUTUv 


III' 


H BrciJ^ 


'< 


2o C^t 


6 >>£ 


lohl ^s(c*~~ 


15$ j/Tv\ 


_ C 


£ -/ Bro^'\ 


i 4 


l/q 6»L 


(.?° 


Ul^l^ 


g~I. I KTT^ 


/j/ 


6'/d <t ^ 



OGDEN 



WELL DEVELOPMENT DATA 



UF Z 



, a S3 


tr :»a /<>• 


i 










PROJECT NAME: MM& 

PROJECT NUMBER: 3/3 
REMARKS: 


< 
DATE INSTALLED: 7'**'* 7 WELL NUMBER: *4/-# 

o^/^J DEVELOPER: ^- £*"^***\ 














DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBEDITY 

(NTU) 


TEMP 
(C) 


*/?»/?/ 


5^ £*£ 


6-^^ 


6/.f ^/c^ 


$3. 2 /vT^ 


isr 


(j/d^ 


# 6 /?/ 


^C (?•* ^ 


6»f? 


Q ll^ft-K 


fp.HVT^ 


13$ '/ 


^i/J7 


7 c 6-t L 


C".>^ 


6/,JmVc^ 


g'C V A) TtA 


/</*2' 


fia+e@/ G/>s*f 


6?/j>/f] 


zU<t 


c -^ 


QZ.O h$jc^ 


//. H */T+. 


/ic c 




o fait 7 


p£c« L 


^.o 


6 (S^S/t^ 


f.39 /vT^ 


/sf 


I 


0W T 7 


[64 C^^ 


£■&* 


Q0>i t^ s b^ 


<j. o? ^ T OL 


iiz° 




oZmk] 


/(0 (j^ L 


6-^ 


Gi-2 M7c— 


C^.// /VTU 


(3.%' 




































































































1 














1^ 


1 













*f&!$*g$±r--z-w::- ■'*■■ •>. >:^Wmi 




PROJECT NAME: 



hmR 



DATE INSTALLED: 



WELLNUMBERlW 



PROJECT NUMBER: 
REMARKS: 



___^ DEVELOPER: ff^/p.^ L^ 



5«- 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 






krxm 



d- 7c<Jf 



7^ 



5*. 7 



5 x£zL 



< ?r^> ^ 



JXA- 



rtK 



5 c lc J U 



f7 



M 



■Ll 



AH ,i 



jl, Q I drrd.S 



I — C-! 



? 



5<S3 



■5Q> c / 



403. 



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% 



75i 



#■4- 



jSLS 



<^.v 



/ 






- 



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i^z 



$ 



^L/jff. 



13. 



7$r. A I 3>f,y A ^ 



' //?. ?° ' 



'JzhAf 






k 






<-/x, I A, 



3*7,^ 



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X... 






PROJECT NAME: fflflg TyA/MCT DATE INSTALLED ? ^gp/ 7 7- " WELL;NUMBER :^W^ • 
PROJECT NUMBER: 3lSQQ0^ nPVFinPFR- ■ S > ^"&-tW - ' * ^lllffl^^ 
REMARKS: 0W~ 21 zJ^3> °*d 9\\ (M^Wj 




METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT • (b-h)FT * 7.43 = 

OR FOR 2" WELL- . • 

(b-h)FT '.16= II. Oy GAL 



GAL 



SUBMERSIBLE PUMP 

OTncR 



<$$m> wuimn> 



i 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL fb) 
WATER LEVEL (h)_ 



I 



n 



SMS 



WATER COLUMN (b-hj [ ! 

WELL VOLUME )] 3U> < :z 



(in) 
[fl) 

-I) 



1)3. (oOjaJ\ 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gil) 



PH 



CONDUCTIVITY 



"URBIDITY 
t>rru) 



'EiVlP 

(C) 



COMMENTf,' 
COLOR 



10-21- ?7 12 3*1 le.lob Uo.1 



4^.5 



/o. 






10-2^7 24 v f> fajj to '^ 






7.?2 



ID-?" 



pt^pio^eW 






u 



io-_2yr7 3^ y\ (g.bZ "516 



S-75 ,oZ 



U«ll-Swi«^ 



1021-37 4? jfi [kjg 5% 7 



|o.9o rc>.2 



iQ-21-57 (f>p .^ kjg3 ,o?-7 



* 3$ <o-2 



10-21-17 



7Z 



4 



<\ 



It.kft 



%Z °) 



3-4)1 [O.A 



ClfOK- 



10-21-11 H 



(H3 



tl°l 



5.42. fo-4- 



0-21-17 % US 



S?.0 



3- 37 I0.4 



10-21-17, 



W kkA- 



no 



3-75 I6.4- 



T 



10-21-17 



ito 



c 



W- VI 2 5.50 l0 .<5 



to -21-11 /3l "W tfl.JL T~5T" ,o<5 de. 



CIP4T 



PROJECT NAME: 



flm£L 



DATE INSTALLED: 



PROJECT NUMBER: 
REMARKS: 



DEVELOPER: f £<rp. di 







DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



t£& 



?n 



\,1Q 




2x1 



*■# mA^ r ml iLtUl 



f 

''7 ' fat,-.!., i.W ; 



52: I 



■3- 



90 .A. 



L2L 



5 7.1 



y/ aj-1, 



6 



9,7 \,L 




dO- 



±%J^ 



<% 



W- 



j 



%1 \U1 i ^. c / 



/Jo I ./Q7_>> 



//5° 



i ! ;, 



CL=>z. 



Uz 



\k>Jk& 



<^^,<^ 



'OlA 



/ 



a j Is 



•/r /'Ur, 



<lS 



»— — > * y \* 



^.D 



yoD^L. 



jo-o 



\ 



LXL 



S3.Q 






9v* ' / f 



mjiuoi si i 



-i^ 



Vo.o 



c ),r\ 



<s 



aSs JLQQJ s~Y,^ 



% 



/$£> 



SS ^ J 



fra b^Al 




iVi 



£?o ! sm 



M-<-? x: 



/ 



£$rj <aMlsL 




OGDEN 



WELL DEVELOPMENT DATA 



I oU 



PROJECT NAME 



:/VAR 



DATE INSTALLED: 7-^ pi 7 WELL NUMBER: M-^h 



PROJECT NUMBER: JV^ 00 /^ DEVELOPER: ^ ' & Q 'h* u 
REMARKS: . 



METHOD: 

OVERPUMPACE 

BAILER 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 
OTHER 



WELL VOLUME CALCUATIONS: r 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48 = jg * GAL 

OR FOR 2" WELL- 

(b-h)FT * .16 - GAL 



WELL PARAMETERS: 



WELL DIAMETER (d) 






_(in) 
DEPTH OF WELL (b) i_o£Q_ (ft) 

WATER LEVEL (h) /<*£ ^J_ (ft, 
WATER COLUMN (b-h) /f **' (ft) 



WELL VOLUME 



(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



0«//f/f7 



30 6a^ 



y.o/ 



Jo/ ^S/c, 



/?. S' 






#r/f/?7 



7>&* c 



7 fo 



77^ S /c^ 



12 > 






OV ' 



m 



/ QO 6<xL 



77/ 



?*>*^ 



7<?/ /vtM 



fcvv. 



///' 



iiivryfcy 



o*jtf/n 



/>°£« L 



7.6/ 



ysps/c* 



j</¥*J f"c 



(2% 



(j re* y 



M/ft/fl 



7f ' C* (- 



7. f 7 



7 7 7 ML 



t~\ 



<ff>AjT^ 



I IT- 



<?.</ : 



Q)trtJ 



W/7 



2IgG*L 



1W 



7, '.>■% 



off/OT^ 



iU 



G^y/fijXZ* 



**///// 



2?s~(Uc 



y ?? 



7//M Yc< 



/Y? /JTU. 



//7 



G/-< 



o*\n\q 



ofO CuL 



7 7j 



70. f^^ 



IU nT 



UL 



//.«■ 



<?/< 



CO~\r- 



y 



^I'lh-/ 



afreet 



7-S-/ 



-JO.T^jCv^ 



K}-]UT<x. 



fl-1 



cl 



t a, 



UMi 



/7/. j-A5/c~v 



Grc.y/l»<"p sfc«H/E>i 



ZOO G*L 



6 ft 



3<<"j /VTV- 



?a -is 



OR 



j//f/f7 



5/<? /^C 6 >"Z 



TgTT~P7c^ 

//T 7 la.C /«• *- 



"si./ <u-r*- 



/i-7 



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ea\s^ 



OV/n/W 5 fH-^ (,.p 



sr> I ^ l'r 



C, I , .,C 



1H i kjT^ 

, d i i;T^ 



/2-7 



flit U.^v 



OGDEN 



WELL DEVELOPMENT DATA 



1&Z. 





■v;i 
















J 

PROJECT NAME: / 

PROJECT NUMBE 
REMARKS: 


R; 3/300 


DATE INSTALLED: 7~ ? f ' f / WELL NUMBER: /****0 
0/0 J DEVELOPER: ^ &^//o ? Ac^ 














DEVELOPMENT LOG 


WATER QUALITY 




COMMEiNTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 




0^1^/v 


£/0* <?* ^ 


£■£3 


/«-* t* s JM 


//<? z^^X 


M/* 






w/jthl Y/° £*(- \&.$f 


1 70 <2 » S /t«^ 




1 






IH^O* 


••I 1 


/bh.l ^^/c^ 


Ui'MT^ 


12T 






tffo/fZi/fOCeL 


, M 


/70>I U ^IC»^ 


/;^^ u 


j 1 

'2/7 1 


* 


)^jv. 


tfi>^ 


6-6 ° 


1 


/.£y' /0r ^ 


// 7 ' 






otftfi? 


i 7$ £* L 


6-73 


/7/,J ,uS/c^ 


£6.3 a>Tul 








0*1.4? 


V7i6*L 


G. 7 / 


'<rt'3*s^ 


7 *? . yV^ 7" K 


* ! 




Qt/l-Jj 


7 


1 






















! 


































































J 


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I 
1 




| 





Kill Illicit 

H S3 H H H 



WELL DEVELOPMENT DATA 



\ *rz 



PROJECT NAME: 



(AM£ 



DATE INSTALLED: KHJQi WELL NUMBER: MWv 



PROJECT NUMBER:3l3^^5 DEVELOPER: 0W0A 6ki4W ^ 

REMARKS: 



METHOD: 

OVERPUMPAGE 
BAILER 



SURGE BLOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT * (b-h)FT * 7.48 = GAL 

OR FOR 2" WELL- Fof 2.5" &()J)&tf1 • 
(b-h)FT * .16 = GAL 



.25 



SUBMERSIBLE PUMP 
OTHER 



HEH floW CksMik/ 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h) 



25 



II 



hi 



w 



7.^' 



WATER COLUMN (b-h) 

WELL VOLUME '• 4- 



(in) 

.(t'O 

.(ft) 
(3=1) 



DEVELOPMENT LOG: 



WATER QUALITY: 



-.,-/ « 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 
(NTLQ 



'EMP 

(C) 



COMMENT 
COLOR 



415 6CPsole I 25fa u %Mi*. 



3:oo 



3-"26 



10-29-^1 



Wb 



lb 



6.Wp 4-1. (f | 410 25 



zo 



(o.w 40-7 us 



25 C feu Ay 



30 



0>-H| 3°i-l 



25 



v 



jg. _ U-Ul 3H jMg & 



10-30-17. 



4$ (fl.fol 



75.4- 



11 [2J, 



f m r3f » Sj*l 



50 (p.tf) 



54>.? 



55 






SS-5 

. 55 .3 



3-7Z ; ,2 ^ 



clear 



(.Off 1 12.4- 



WELL DEVELOPMENT DATA 



2 AZ. 



' 




ib ??i a 












A 


PROJEC 

PROJEC 

REMAP 


TNAME: n\tf\£_ nATF. INSTALLED 

:T NUMBER:' S1^0CDK8 DEVELOPER: 
LKS: 


|0-l|()-^7 WELL NUMBER:^ "< 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME ^gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(Q 


kt 


K)-3d4 (p6 


ip.b°\ 


54.2 


.u 


12.1 


Ckcs] 


«c 


10-30-^ 


?70 


h.10 


s+-6 


ko 


12- 1 


ck&c 


w 










• 






















- 


J 






















1 


































i 














j 










1 

1 1 




• 














































- 


) 














«ri 






















• 


1 

1 





OG 



WELL DEVELOPMENT DATA 



B S B S 



PROJECT NAME: MM T~p* ^ DATE INSTALLED: WELL NUMBER: 3S" 

PROJECT NUMBER: 3!lOj2fli^l_ DEVELOPER: T,U b^f^/^ ' ' & //*J**t~. ' 1^*253 

REMARKS: 



METHOD: 

OVERPUMPAGE 



EAILER 



SURGE ELOCK 
AIR LI 



FT fArcU A/^pj 



WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.4S = 

OR FOR 2' WELL- 

(b-h)FT V 1 6 = GAL 



GAL 



SUEMERSIELE PUMP 
OTHER 



WELL PARAMETERS: 



WELL DIAMETER (d) 



2l£ 



(in) 



DEPTH OF WELL fb) lLZjlL— (ft) 
WATER LEVEL (h) /Q9..C7 (ft) 

^2_ (ft ) 



WATER COLUMN (b-h) 
WELL VOLUME 



(g-i) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



"URBIDITY 
(NTU) 



"EMP 
(C) 



COMMENTS/'' 
COLOR 



7/^/77 10 yJ 



7/7 



SUm$/c» Off Salt 



1*3' 






jo r^ 



&w 



W.3<fty, 



£v> 



I Wait* 



/6.7' 



f/i-f/fy 3?^ 6. OS- q.CuS/c 



3 7J"t* 



AT 



ICJtM- 






6<>~^ 



f/ 



Hi.% f* s /t 



c^*^ 



//. HAJr^ 



ll'l 



jj.r 

7^ 



Clt 



C*<s* 




WELL DEVELOPMENT DATA 



\ ol5 



D ■ 



PROJECT 


NAME:/|/| fftfL 
l\lUMBER:3l^ \07 


DATE INSTALLEC 
DEVELOPER: b 


): 


WELL NUMBER: /Ukx^< 


PROJECT 
REMARKS 


'4- 














METHOD: 

OVERPUMPACE 
BAILER 
SURGE BL n T 


WELL VOLUME CALCUATIONS 

3.14 • (d ! /4)FT • (b-h)FT ' 7.48 - 
OR FOR 2" WELL- 

(b.h)FT' .16" OAL 




3AL 


WELL PARAMETERS: 

WELL DIAMETER (eft «*■ "l 
DEPTH OF WELL fb> ' ' ^ 
WATER LEVEL (hi l">2.1<j 
WATER COLUMN (b-hl »y "7 / 
WELL VOLUME "~'t '. be? 


(in) 

(fO 
(ft) 

(ft) 
(gal) 




AIR LIFT 
SUBMER^ IRI P DI IMD 


OTHER . 


PT(M j?u/»v 




DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ 
COLOR 


DATE 

1 

K 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(Q 


3&WT0 


2 


1-91 


13/ 


gf-> 


QA 


cLJy 


\ , 


1 


7.g7 


l^P- 


7^ 


H 




i< 


t, 


1.% 


<M 


3o 


U 


hr 0v ,« J c \«^/y 


ii 


$ 


lAo 


H( 


W7 


%A 


C'°<*/\./ 


i i 


■ 10 


l.fa 


M 


^k3 


9.9 


\ \ 


i i 


\> 


1A% 


W 


2-i^ 


l°l 


( ; 


1 ( 


(V 


1.1* 


n>i 


4<T<? 


u 


u 


( 1 


U 


1A> 


i5\ 


3£ 3 


$-1 


£ tV</iy fCjfhU 


\ 

t 


\l 


l.n 


i.3i 


213- 


M 


Oof/Jy 


( \ 


>o ■ 


8.o i 


pi 


|W 


^ 


< I << n f ^ , c IcucAs 

















WELL DEVELOPMENT DATA 



2o^f 



;-ri •»- - 



PROJECT NAME:__iia4 DATE INSTALLED: 

PROJECT NUMBER: ^ lQg£#2. DEVELOPER: ft f- 
REMARKS: 



WELL NUMBER: 



MW>65 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



V&ffl 



w% 



lAb 



■u 



H$.J> 



0.1 



~T*x£ r tyc fc«jr 



*l 



1_ 



4 



M 



a 



(} 



1C> 



SA 



\.y 



H 



i.n 



n 



f«j 



£« 



2§&ti 



5") 



M. 



na 



4i 



3 



fo 






3$ 



"Mi 



li> 



3gl 



&.« 






3c? 



7-^ 



33- 



a/f 



O Q 



C feu/ 



1 



33- 



7,?</ 



3 2- 



/W 



g.? 






33 



&/C> 



IV 



Itt 




B W 



7j£^ 7 



/ ^3- 



^ 



#9 



/ 



M 



»•"£'**(, 



%r 



1.1 X 



31 



/£€? 



&? 



*'v<* 'v </*,(. 



3 6 



7,7V 



I3( 



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$3 



I ( 



3^ 



1,<A 



31 



M 



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c 






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7/^ 



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# 







77g 



111 
13/ 



63-2> 



ft* 



V I 



I ( 



QGDEN 



WELL DEVELOPMENT DATA 3 <£ 5" 



j 

PROJEC 


m m u 












TNAME: !fV| \V\ \L nATF.TNSTAT.T.F.n 

:T NUMBER^ 1 ?> OOO \ O 3 DEVELOPER: 

LKS: 


V 


PELL NUMBER: 




PROJEC 

REMAP 


££ 
















DEVELOPMENT LOG 




WATER QUALITY 




COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 

(C) 




J}fc3n$ 


H7- 


111 


I3( 


5*4, 1 


S.H 


Yu\r ly d(% r 




i 




HH 


7-U 


13/ 


32. / 


8.1 


i I 








Hb 


"1.1} 


13/ 


2-T. 1 


£.9 


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1 


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afitf 


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^'ctci/ 


^ 


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SO 


U\ 


'31 


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131 


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1 






WELL DEVELOPMENT DATA q °^ $ 






-* ■'■<• 



PROJECT NAME: 


nwi^e 


DATE INSTALLED 
wfO"? DEVELOPER: 


V 


flSLLNU] 


i 

MBER: — 


PROJECT NUMBER: 3 R r?^ 
REMARKS: 


^ 


MWUS 














'development LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


^ii 


%e? 


7.7/ 


13/ 


3/^y 


£? 


C Ion c?\t/ 


'?*i 


e^ 


7? 7 


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1->I 


13-5 


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in 


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l.U 


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8.1 


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Ml 



WELL DEVELOPMENT DATA 



C> &'£&. 



- "'■" 


PROJEC 

PROIEC 
REMAP 


TNAME: 


mit~ 


DATE INSTALLED: 
clnl DEVELOPER: L 


V 


fELLNUt 


iffiERr"'^ 




ZT NUMBER: 3 13^ 
LKS: 


V- 


M</?££ 


V: 












DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal) 


pH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 






|Pf 


g.ot 


(3/ 


3-^1 


0.i 


rt\'rly 






\\C 


JU 


\ tt 


av, x 


8 A 


U 






iv 


i.n 


/?! 


^. 3 


Si 


\ \ 






'17 7i7 


1 Tf 


a?\ c / 


8 A 


\ \ 


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Iff 


70 


/?' 


ay 4 


8.1 


* k ; 


























1 















i 










1 


































| 





















































































OGDEN 



WELL DEVELOPMENT DATA 



\ Az 



PROJECT NAME: NM&. DATE INSTALLED: C?7<c +-^7 

PROJECT NUMBER:! 1 3 C^W^EVELOPER: )£ 6- 


WELL NUMBER: PH^ - ," 




REMARKS 


















METHOD: 

OVERPUMPACE 

BAILEP 


WELL VOLUME CALCUATIONS: 

3.14 * (d 2 /4)FT * (b-h)FT * 7.48= GAL 
OR FOR 2" WELL- 

(b-h)FT*.16= GAL 




<;npr.F Pinr^ 


WELL PARAMETERS: 

WELL DIAMETER (dl ***" firri 

DEPTH OF WELL (b) y ' (ft) 
WATER LEVEL (h) ' !&-'/' fftl 

WATER COLUMN fb-M * ' ^ ' fft) 

WELL VOLUME J (sal) 


AIP MPT 


SUBMEP^ IRI P Dl IMD 




OTHER . 


1 t'clifatt/O-fwe'h') 






' itt 




DEVELOPMENT LOG: 


WATER QUALITY: 


COMMENTS/ . 

i 

COLOR 


l 


DATE 

t 


CUMULATIVE 
VOLUME (gal) 


PH 


CONDUCTIVITY 


TURBIDITY 
(NTU) 


TEMP 
(C) 


- 1 

i 


IVu//7 


7- 


(r^i 


6 G 


H» 


"7.C 






\ 


r 


Lrt 


<ry 


ivs~ 


7.^ 


i 






[O 


f.? 7 


<n 


pt/fl 


7.> 


1 \ 


JUT 






1-3 


6. F# 


<r'/ 


Wll 


7. J 


Vlf v 








W 


try 


kc> 


?■ « 


7 c; 


* \ 








u 


6-H 


6/ 


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|(7.7 


i i 








1? 


£.*£ 


fel 


10-7 


Icy 


. V v 


^ 






10 


&.T^ 


5"? 


3^' 


la-? 


\ 

1 








'» 


fc*f 


r» 


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/ 


fl 


\ 


j 


>H 


£.£P 


7? 


6'^ 


\0, 7 


^"v'Wy 







I8| 



:2> v 



PROJECT NAME: fr *j " )y l JM^gg -DATE INSTALLED: g~j 6H W / v • WELL NUMBER: ^kr7 



PROJECT NUMBER: ]> 1 W (g 3 DEVELOPER:. 
REMARKS: 



11 



DEVELOPMENT LOG 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY 



pH 



CONDUCTIVITY 



TURBIDITY 
(NTU) 



TEMP 
(C) 



COMMENTS/ 
COLOR 



\ Wi*\ 



3i- 



6m 



o r i 



n 



bH\ 



\i\ i 



(.re 



\\ 



e? 



W 



6. n 



c 



u r ? 



cyx 



lc 7 



5 c 



6-7* 



* £ 



^ 






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fc-n 



fi63- 



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n 



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I i 



J 



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dfcl 



<f} 



£7*' 



06 



u« 



in 



03 "7 



ie '/ 



II. £, 



f v w - 






^t 



Mi 



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0^1 



^jl C(:'b 



^ l C G s' 



C 



Ha 



h 



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6-tH 



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_> 



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0(73- 
00* 



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ff. 



II. (? 






i \ 



i \ 



1 1 



i i 



OGDEN 

B S S B Bl 



WELL DEVELOPMENT DATA 



I oVz 



PROJECT NAME: /ffl* DATE INSTALLED: 7-?0 jg WELL NUMBER: ffij^ 

PROJECT NUMBER: 3/ ^ 6C /^ DEVELOPER: ti - &//*/<r* WW^fe 3 

REMARKS: 



METHOD: 

OVERPUMPACE 
BAILER 



SURGE BLOCK 
AIR LIFT 



SUEMERSIBLE PUMP 



OTHER 



t 



WELL VOLUME CALCUATIONS: 

3.14 * (d : /4)FT * (b-h)FT * 7.48 = 

CR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h) 



as 



/of- if 



n>& 



/■Q./2 



WATER COLUMN (b-h) 
WELL VOLUME gj ■ / 



(in) 

.(ft) 

.(ft) 

.(ft) 
(gal) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 

(C) 



COMMENTS/ 
COLOR 



MAl 



1G* 



W 



CM^a ffj7*T* 



/3-«/ 






G 6* L 



■M 



ifS c a^/l^ 



jjS^T^ 



fl-C 






^ G^ 



1 V7 



ft ") >>}/^ 



c? 



l} , r/)T^ 



rJ-3 1 



6^-» 



A, 



|9.^ 



C 



or 



5*1 \ /O/ 



t*- 1 



6^ ltfI 



'uv 



/M' 



t-6^ 



w^ 



ire 



o 



r.o 



C / f'*b/ct^ 



jl^^TvA 



ft.r 



H 



iY^ u 



4 » 7-? 



7£>1 ftf/V** 



^JvJfvA 



*M 



Vt-uU 



oi 



Oa^ 



Su.«Pi c 



nfwr^ 



113 



vt 



K C^ L 



5V? 



77-0i*s/ c 



hA 



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11^' 






.-I 



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L 



s 



,7* 



ijf t^ 1 



5-11 






c-.<^ i*r 



lA- 



).y^^ 



a*' 



t't*- 



.^ 



'( 



OGDEN 



WELL DEVELOPMENT DATA 



7olZ 



JH Vf 



m 



Project name: MWR date installed-. 7-30-17 well number. ^^ 

PROJECT NUMBER: 3/ loo w 03 DEVELOPER: &A (ra//^A<^. 
REMARKS- 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 


DATE 


CUMULATIVE 
VOLUME (£al~) 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(C) 


V2l-h 


^OC-ai 


f./( 


f<7* J /c^ 


3 . 7 A "P* 


/^ 


g /t*>^ 


Sf U < 


£/7 


S'C fV J /c<^ 


/, fA/r* 


[_/?>-** 


v 


'' 


CO G^ 


£/y 


S 7 V J /c<* 


/, S z* 7 ^ 


/-?. /' 


', 
















J 














i 












































































































\ 














w> 



























UliUtN 



WELL DEVELOPMENT DATA 



Ufz. 



m m 



PROJECT NAME: 



mw 



PROJECT NUMBER: j/3w^j DEVELOPER:A^l__^li 



DATE INSTALLED: \[l]J7_ WELL NUMBER: Mjjffi * 



REMARKS: 



METHOD: 

OVERPUMPACE 

BAILER 



SURGE BLOCK 
AIR LIFT 



SUBMERSIBLE PUMP 
OTHER 



J^yi^hul ry»+ry 



WELL VOLUME CALCUATIONS: 

3.14 * (d : /4)FT * (b-h)FT * 7.48 = 

OR FOR 2" WELL- 

(b-h)FT * .16 = GAL 



GAL 



WELL PARAMETERS: 

WELL DIAMETER (d) 



.5"' 



DEPTH OF WELL (b) tlJL 

WATER LEVEL (h) /^ /- 



WATER COLUMN (b-h) Q- ° 
WELL VOLUME / 76* 



(in) 
- (ft) 

.(ft) 
.(ft) 
(gal) 



DEVELOPMENT LOG: 



DATE 



CUMULATIVE 
VOLUME (gal) 



WATER QUALITY: 



PH 



CONDUCTIVITY 



TURBIDITY 

(NTU) 



TEMP 

(C) 



COMMENTS/ 
COLOR 



fcJ 



?^/-*7 



3G^ 



G.o* 



(i3-c^y ( 



c^ 



nCtti?* 



uS 






fr-/Af7 



12 6-a L 



d./f 



& if *A $/c~ 



%\ q 



A/f^ 



t*-1 



15 G- L 



Co? 



b 



f.y^/< 



c*^- 



7^0 AJ?>- 



K 



0^p> -h SGPn 



/1 fct 



&•/? 



&* 



■,1m#> 



£** 



5 



Alf^ 



M 



6^j^j 



i\ 



3>t^ 



".*1 



(a £ . £ m>/g~ 



o 7 ^/0fiA 



l^' 



1*1 0-<X 



(^ 



ft^-i M'/O^ 



>A 



(fr$i*f^ 



( >.i 



'VU&Cr^ 



5"-^ 



W*, ^5| e ^- 



rn n/*^ 



IM 



*/ 



t&ls- 



l\ 



** u L 



<T<|1 



y>o^ 



L 



c? 



^ 



•25" fa L 



6>-i/0 



75?. 6^/^ 






«7 



<r/ 







<?/« 





iuch 

•;3 2? B 


1 


WELL DEVELOPMENT DATA 


lore 




PROJECT NAME: / 

PROJECT NUMBE 
REMARKS: 


W/C DATE INSTALLED: W'?7 WELL NUMBER/WJf/ 
r. 3/300 '* 03 DEVELOPER: U*G*ll < jkc v ~ 








DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 
COLOR 




DATE 


CUMULATIVE 
VOLUME (gal") 


pH 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(C) 




*/£& 


40^1 


L.oz 


LL.I XfS/cr^ 


H % %% U7U 


/a.ffc 


£ie*r 




// 


*f£$*l 


£.30 


£> S". *■/ 4J{ S/CJ^ 


\.LSN7V 


1 




*/ 


5"£ *«l 


£«3 


(,£.ZmS/&i 


i.z? mtu 


il.2°c 


u 




H 


^5" qa/ 


£.0/ 


6r,3.xfSA~ 


LIS MTU \^^ c 


4 


J 














































































































































} 















































PROJECT NAME: fflfflft' 



__ DATE INSTALLED: " I o/jg ft 7 ^ ^^■Jg'Bg^Ofl 



PROJECT NUMBER: SlS 000 ^ nFVFIOPFR: fsV^lCDA Clvto k 

REMARKS: 



METHOD: 

OVERPUMPAGE 



BAILER 



SURGE ElOCK 
AIR LIFT 



WELL VOLUME CALCUATIONS: 

3.14 • (d 2 /4)FT • (b-h)FT '7.48 - GAL / ,J 

OR FOR 2- WELL- ftT 2.S * vf«ll ~ X-S*{P^s] 

(b-h)FT ' .16 = GAL 



SUBMERSIBLE PUP/IP 
OTH! 



ITHER ArC>\ tVp/gnUlffef 



WELL PARAMETERS: 

WELL DIAMETER (d) 
DEPTH OF WELL (b) 
WATER LEVEL (h) 



2.t" 



_(m) 



Z7.2 



WATER COLUMN (b-h) 
WELL VOLUME [ 



7^ 



.975 



. i ft) 

.(■ft) 

i -I) 



DEVELOPMENT LOG: 



WATER QUALITY: 



DATE 



CUMULATIVE 
VOLUME (gal) 



pH 



CONDUCTIVITY 



'URBIDITY 
(ntlo 



TEMP 
(C) 



COMMENTS,! 



COLOR 



mm 



lcHtf\ 



70.3 



3<to 



I 






p/a /i7 



10 



ktfl G>4 . S 7^7 



it -7 I Su/-oed we I 



o/3\A7 lo (o.fcS fo2. 3 



I2G) 



/0.9 






i°W<?7 40 W (oo.3 



IS. | 



II. 



Clear 



i°/f 1 ■ 10 (o-70 612 



4-.SI H. I cleor 



tu* H-i ^SSr^ 



pfojql too (,.-10 5^ 



iwl ISO (,.70 ^.2_ 



S.oS HZ cken 



«pi/S$ ; ibO (o.l| <,7.^ . ^021 D.I cle<^7 



iq|3lte 



fto 



(0.70 Sl.^ 



. 2.5 H-2. CW 



< 



l°W*i> 



2^0 



(oTO .57.5 l-o5 II. 1 cteDr) 



WELL DEVELOPMENT DATA 



Z o\-L 







§!■; :ii m 
















PROJECT NAME: ' 

PROJECT NUMBE1 
REMARKS: 


"W\n DATE INSTALLED \°[2Wl WELL NUMBER:^ W30 


s 










DEVELOPMENT LOG 


WATER QUALITY 


COMMENTS/ 

COLOR 






DATE 


CUMULATIVE 
VOLUME (gal) 


pl-I 


CONDUCTIVITY 


TURBIDITY 

(NTU) 


TEMP 
(C) 




)l 


> icJa/«7 


£S0 


tH 


si.i 


111 


H.4 


cle&f 




# 


M#]| Z^O 


M 


Sll 


|.2] | 114- 














i 






























1 
1 1 












! | 

i 






























1 ! ' 

; 1 


! ! 








i 






i 

! 

1 










| | 






























































% 
















i 


> 


































K 



h 



r**. 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of Q_ 



PROJECT NUMBER: 313000103 



LOCATION: 



Camp Edwards, MA 



DATE: 



2^/97 



WELL NO. ffbU±5 CLIMATIC CONDITIONS: cbdy^^kl^ ££££ TIME: /^O 

REMARKS: ^iiiiifl^ S&mfL <^,JU~7^c. SAMPLE R ^M/cM 



WELL PURGING: 



STATIC WATER LEVEL: (fa . ^5 ft. WELL DEPTH: ^ S^f 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: NA 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA gals. 

REMOVAL METHOD: Low Flow Bladder PUMPING RATE: 



_ft. 

gals. 



ml/min. 



WELL PURGE DATA: 



~TfMt TEMP 

DATE "7/^ (Q 

III 



PH 



£> 



1(9 



it I h t±l£L 



112&. ILUl 



111 



n 



I tip 

1133. 



l/.cf? 
/Ac6 



TURB. 
(NTU) 



COND. 
(uS/cm) 



ORP 
(mv) 



DO 
(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



(U 5 



to 



33£/ jLi£: 6b^ _o 



ia 



csfL ia. 



ill 
73 



iti 



0" 









o 



COMMENTS 



o 



/.2«5 



^T 



^2L^ 



o 



J. 



2^ 



A 



i^L 



O 



fc^g Skj t/3 



^fL ( i5JL M. 






//Vo fr.oy L. ( -f ( 4 

\(H6 \\. res kV4 









LcX5 

6eo 



^ 



_o_ 



o 



o 



i 



o 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: voc (HCI) ; EDB Ma&PJ: MTBE (HCI); TOC (H 2 SO,); 



SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CM (NaOH); NOj/N0 3 (H 2 S0 4 ); Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 



40 ml; 



1L amber; 



1L poly 



SAMPLE ID NUMBER(S): tobl S SP^ |QA (SSE U.XS (SIS A 

fool sDS ;/ i^c^i sl£ , (ooi sfiL 

DECON METHOD: See Work plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



casing capacity (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" - 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page_2_ofeL 



PROJECT NUMBER: 313000103 



LOCATION: Camp Edwards, MA WELL MUOl^ 



f MB TEMP 

DATE-Y^O (C) 



G.c*. 



^> 



L M2 



Q2£ 



)?3Q 
\e£QD- 

L2&2 



QMS 



V13L 



PH 
Lf£ 2 

L S3 

urn 

kS5_ 



TURB. 
(NTU) 



COND. 
(US/cm) 






ORP 

(mv) 



DO 

(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



£3 to CL 



ILJSS. 

(lis: 






^ o 






_CL 






o 



o 



±5C2 0_ U;y/^^J 



.O. 



ra 



5lL3r2_^L ffeO _£l 



'Oy/.av^- i 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of ^ 



fiB 



NMENTAL & ENERGY SERVICES 



*>'->. - •-. -W .? . : ;.ijj . ; , i 



; PROJECT NUMBER: 

WELL No.: {j^zlHi 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: »C ; JJyJ^JT 



CLIMATIC CONDITIONS: 0}Jtf£*it ltfar»«7 y TIME: 

SAMPLER: 



;..h*t-r**;. 



gg/jEQ 



■ MV; : 



WELL PURGING: 



STATIC WATER LEVEL: ///;, 4^ 



WELL DEPTH: 



ft ;.-'• 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



4ZQ_ 



ml/min. 



WELL PURGE DATA: 



TIME 

/ocO 
hoio 

'oVg, 
IPSO 

IIQ O 

me 

|L5Q 

■• : V\SO 

vxoo 



LITERS 
REMOVED 
T9 



1,0 


3,D 


? o 


s.s 


fl.O 


/0.5" 


f3fi 


)US 


-90.0 


5^3 5" 


o.->, a 



TEMP 
1» 


PH 

ff.'3 


^W- 


S.PS 


«* 


5-9 J 


S-. 33 


£,*«/ 


°).uu 


l».\SS 


9.S"0 


6.6V 


9 A* 


6/*<Y 


%*7 


M* 


^.^5' 


*•*' 


^.5-3 


<clS 


^2 


L.^rK 


*i.3i 


(. .» 



iLA 



9-7-Q 



l^S- 



TURBIDITY 



COND. 


ORP 
1^ 


DO 


»"* 


3^ 


Zf)4 


"9-V 


321 


3-SZ. 


HO 


*3z 


2.1<J 


'LP, 


2L>3 


->y*> 


11* 


M? 


%.& 


IZO 




2, r.v- 


I3WT 


*.L3 


"* 


tod 


3.o*4 


"W 


H-3 


1-H 


ii i 


<*o,u> 


*,hl 


ilO 


4j * 


3.1* 



COMMENTS 



111552 



fW>. 



go r*& I**/ hums 



j 

1*L 



iOj 



r 1-Y 3.Q3 *d.CPU f -/w>Hfc-*£ i 






; SAMPLE WITHDRAWL METHOD: "feoQPfJL Slcto Fl^> 



■•„.*". 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI): EDB (Na;S;Q 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); N0 2 /N0 3 (HjSO,); Metals (HNOs) 




NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: Jj_ 40 ml; ? 1 L Amber; 4*1 L Poly 


- k '" 


SAMPLE ID NUMBER(s): £2.- iOC'iniE^ Sk^PcfL'- ^Ol^l A / 0<?l>1l L 




...... 


„..-,„: 


DECON METHOD: Llquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 


: • .*.;. 


PURGE WATER DISPOSED OF IN DRUM NUMBER: ~L\c o.J (^f<C S-lvrfc/A 





r-^s •: 






=&£*&- 



SAMPLES DELIVERED TO: IjTS 

• DATE: 



TRANSPORTER: 
TIME: 



■ •■. ■» 



*■!•; />:? ' 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.85. 6" = 1.47. 8" = 2.6. 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



Page £ of ^ 



"' EWWROWMENT^L <S EwfflGY SERVICES 










M-IMI 






l t )jA*S t $9 




LITERS 
TIME REMOVED 


TEMP pH 

5.6^7 03 

^.W7 0.73 

^ L*% 

id.Oi 6,?4 

°i,fsH 0,}/ 

9-6^ 6.9A 

<1.SZ. 6.iz 

T?S 0.9/ 
^,6^ 6.1V 


TURBIDITY 

TiS 1 


COND. 

fee 
to 

101 
'0/ 

/o, 
ir 


ORP 

-ho 

-o.v 

"P-Q 

-3<A1 
-313 

-*/ 

-^ 
-Yc7 


DO 

r 7<0<</ 
2 /*? 

^* 

//£ 

1/fO 


COMMENTS 




/ ai<7 35". ST 


1 £So 31-.. \ 


4 j^^ 7 /^: 


»Wo w,a 


!*T£> 44. r 




13/ o 5~/,^> 
i4oo /,/ 

/4/o ui 












~ Hco^l*^ 


l'^^o 6,5 
i440 9o 




201 


ley 

^4 


-^3 










^ U ^. 1 44^ 


























T) O CC^Ln \**-u v,< ,) 


- 13 ^ (C 


























•» 


T^Cft 0n^n ~ti w 


%L.Q 


















































































































' ^ 



















OGDEN 



GROUND-WATER SAMPLING LOG 



Pagel of_3 



im 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: _ 

WELL No.: {HhLzM2^ 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 



9-?7~?7 



CLIMATIC CONDITIONS: CJ**fy /idttJ*/ TIME: /5></Q 
Tc "P ^ CS ° F SAMPLER: SG/^M 



WELL PURGING: 



STATIC WATER LEVEL: // j? 5~? 
LENGTH OF SATURATED ZONE: ^/ f - &% ' 



WELL DEPTH: 



/if •*/ 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



A/A 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



270 (?s^/>/q fi/M ^ 



WELL PURGE DATA: 



TIME 

/5JT7 

/ssz 

7f£7_ 

Uo2 
UQ7 

/C./2 
/</7 

ink 

/JJ2. 

/632 



- uTcn s 

REMOVED 

0-7f 



/-So 



3-Q 



2-S 



3- $~ 



V-0 



vs 



5^ 



5~ 



Co 



TEMP 


PH 

£.7f 


//<->' 


6< /-> 


//yr 


£ /f 


//J>2 


6 20 


// 30 


6 2/ 


// 3/ 


a. 22 


// 22 


C 22 


// /b 


C23 


///o 


£-?/ 


//// 


6?'/ 


//of 


6 2S~ 


/O.Cf 


6 2<7 



TURBIDITY 

/J£_ 

99./ 

73-0 

*/$:<> 
3$,o 
32. S- 
2$ a 

22,/ 
20 9 



COND. 


ORP 


oo/- 


33 


3C/ 


/e.t 


90 


ZSbS 


/?So 


3? 


33CO 


/$.f 


3^ 


30+0 


/?<r/ 


37 


2S3.0 


/? 3/ 


SCO 


Q37.9 


n.fi 


3£. 


3/6. G 


/7 *•>- 


3^0 


2/¥C 


/7J>- 


3S-.0 


0/3-9 


/C7o 


3S.O 


206 f 


A. /J 


3>0 


/9$3 


/5~. 76 


3-To 


/»7/ 


/t> 77 



(*/'**• COMMENTS^ C ^C 



//s'sr 


6oo 


//Z.io 


Goo 


//>■ (* o 


600 


l/>.6,o 


6 oO 


1/5.6/ 


600 


//*,&/ 


Goo 


i/SCf 


60o 


//f,C/ 


£~0Q 


//f-6/ 


5~oo 


//?,Ct 


S~0 o 


t/>-Cl 


sr^o 


//ft/ 


sro 



SAMPLE WITHDRAWL METHOD: 



L Ol2 f/cuj h/*J*l^t- 



pu^p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI): EDB (Na;S;Q 3 ): MTBE (HO); 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None): PCB/Pest (None): Alk (None): CN (NaOH): NO : /NQ 3 (H 2 SQ 4 ); Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 40 ml: _ 1 L Amber; _ 1 L Poly 



(Jo/Mrf/I (Su„p/t ) , UO//VL A (&/£■*<■ J So.y/e.) 



SAMPLE ID NUMBER(s): 

DECON METHOD: Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



X r *//-<?(- 1- by' 



SAMPLES PELIVERED TO: 
DATE: 



ZTS 



TRANSPORTER: 
TIME: 



Well Screen Volume = 0.041 (d) 2 *h 

Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 

,2.l 



OGDEN 



. 



NWRONMENTAL & ENERGV SERVICES 



Page.£.of_2 

9-*f-f7 



TIME 

/7oo 



LITERS 
REMOVED 

"7- 



o 



1.JT 



1f< o 



&J- 



TEMP 

/o.ff 

// oo 
//>?o 
//■3o 



pH 

C27 



TURBIDITY 

/7 ?S 



COND. 

3Xo 



gVg /C£ '3->~-° 



6 7S 



/6o 7 



3jZQ 
3S-0 



ORP 

172.3 
/CI- 7 
/S7.2 
/58£> 



VqV* 
/5~'67 



^'^'C0MMENTS/?i/c / 



tS. CI 



£To 



/>.&/ 



ss-o 



/£'6Q 370 
/J>~ 10 370 



-I 



OGDEN 



GROUND-WATER SAMPLING LOG 



/ o$G 



¥ 



PROJECT NUMBER: jfcss&feS 



LOCATION: \A«A(C 



WELL NO. MM N, CLIMATIC CONDITIONS: (oiidck 



$ 



DATE: l<^/i(<7^- 

LoV" TIME: Off 



REMARKS: 



SAMPLER 



: CSV\/^H 



WELL PURGING: 



STATIC WATER LEVEL U^ • ^<Q ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 



gals. 



VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = _ 
REMOVAL METHOD: £/£K) -VW\> \AaJ>dLi^ Q\ M0 PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE 



GALLONS 
1 REMOVED 



TEMP 






COND. TURBIDITY COLOR 



IUUL 5M _l*g_ 



235 £>• n 



"ESQ _£, 



S £ 5 i* 



TVQ 



^*7 k 



T=£> _f> 



3go A 






6 



Li 



X 



"?X 



V9- 



^5: 



^L 



II 


■ZT 


II. ^ 


A 


11 


// 


■ CH 


// 


z*T 


iL 


zn 


(f- 


m 






?-Sn j^L 



X 



^ 



47 



^■£^ IW 



Hi _k£ 



v? (u 



£ 



j^g ^£ 



VI- f 



^ fas 



£>£p o oM i voff s rate 



9^l3- <z> 



jl£3 



gi25 



^5_ ES S/Q ^ J5^i 



Q ft 2/ 



q»0 (p. ^"7 f/-76» 



^5 -oH 



5(7 







£S 



e>.3^ 






(^ 



^£ 



4^ 



Q-3S 



<^ 



o.pn 



<2 



Q-^7 



-j£ 



£. 



<2 



<=>-3 



CZT 



<=>J> 



£_ 



o.S 



<?HI3 <^ q.s 



5^; 



JteiS 



SAMPLE WITHDRAWL METHOD: 



t-OLJ PAcJ hAjeU* 



~4r 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: jjg ' 6^ C 6 A ^ & fa* x fj ^-J, tfT§ £ 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: // (y* ~ V , j[ (" ""* 9&-J, V (£f r° ''// 



SAMPLE ID NUMBER(s): U^O/DDfi , CJolbOL 



DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER 



. /?.//-« Pf % 



SAMPLES DELIVERED TO 

DATE: 



TRANSPORTER: 
TIME: 



CAS/MJ CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65, 6"= 1.47, 8" = 2.6, 10"= 4.08, 12"= 5.87 



OGDEN 



5oU 



GROUND-WATER SAMPLING LOG 



PROJECT NUMBER: Si 3froQte^ LOCATION: MM£- 
WELL NO. HLO/Q> CLIMATIC CONDITIONS: 



DATE 
TIME: 



: /o///?7- I 



REMARKS: 



SAMPLER: 



WELL PURGING: 



STATIC WATER LEVEL 



ft 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. 



VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE 
T7MC 

gag 

^3o 



SALLON S 

UJ£± 

S3 & 6^£Z 



TEMP 

h-ZZ 



to 
13k 



COND. TURBIDITY COLOR 



O^ 7 COMMENT S #tf£ 



V6/l 



t j*t_t 



9s{* tO^eJf 



66 



i'.zl z^ia 















66 
~6"T 



3&M hbc-cl. 



as^j. £. 



o.s 



222 k 



^ 



.6 



ikh.v <h 



01 



'Z3LJ. 



£L±ft J.6^" 6^- 



4^^ 



lLVj/ 2^ 



6 . ^T6> 



35 ;/.r? iLgjf ^ 



& 



_^L 



/^2J 3-^ 



iL 



12. JLJ3LZ 



67 






a -IP j3 



a ■ ^o o^ 






H-S 



fi^L 



13&L2 



4- 



<33 



O^. 



f9/.f <ft 



o-5 



^W 



1XL 



<2_ 



/ % . 1 <z> 



^3 



o.l 



£g £L2 



32^ 



e>.^ 



o.S. 



fX2 



o. 



//^ . v 



~c^~ 



/o 



yrfltol 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 
DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 



DATE: 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallonsAinear foot) 
2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 



OCDEN 



GROUND-WATER SAMPLING LOG 



O & r ^ 



PROJECT NUMBER: 2^c^C>/dX LOCATION: HU^~ 



DATEr ^/W^ 



WELL NO. MIa3(/\ CLIMATIC CONDITIONS: U>iv\<du * Lc? r TIME: 
REMARKS: Sc^- P^-l^ / ; SAMPLER: 



^_ 



WELL PURGING: 



STATIC WATER LEVEL: 



ft. 



WELL DEPTH:. 



ft. 



LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE 



♦-GALLONS 
nCMGVCD 



TEMP 



— pin 



COND. TURBIDITY 



<3£P 

COLO R 



d . dfofl COMMEN TS VJ QiLc*<-<. 



L#R (LX1 ^5i C>j 1LE K^ ^ cb & r 



(oz^ C.cr^ f/.Yf. 



0.^ I(.^Z 



C *7 *(.</! 



/end 






<k£± "Zc> J-^Y 
CCe> if. nl 



6 

52 



i 






o^r hmi 






<3 



<2> 



^"r ^/ .C7 £ffL2 _<£ 



3.^a 



S 



^•v n-^ 



jfX 



L^o /V-*57 



/^^ ^.Co /^■■e?y 



3l^S tf£l ^2l 
^•^ frf &i2 6o3 ^ 



£2 I5J '?•/ ^ 



-U2- 
(2t 



a 






^1 



<~ 



Z£^&a 



X 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 










DECON METHOD: 


PURGE WATER DISPOSEC 
SAMPLES DELIVERED TO: 
DATE: 


I OF IN DRUM 


NUMBER: 


TRANSPO 


RTER: 






TlMP- 






CASING CAPACITY 
2" = 0.16, 4" = 0.65, 6"= 1.47, 


{gallons/linear foot) 
8" = 2.6, 10" = 4.08, 12" 


= 5.87 



OGOEN 



GROUND-WATER SAMPLING LOG 



V *t 



PROJECT NUMBER: 3*3000/03 LOCATION: At/* (^ DATE; 

WELL NO. MU/D CLIMATIC CONDITIONS: Ui^iy,^CO F T | ME: 
REMARKS: S^^ P^T^ - 



SAMPLER: 



WELL PURGING: 



STATIC WATER LEVEL: 



ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. 



VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE 



■ - GALLO NS 
REMOVED 



TEMP 



ii3.o> (s.c*/ if_j2n 



HZJL ^.L( li 7 ^ 



-bo 

■pf+ 



COND. TURBIDITY 



4£ 



L£L 



'12& L.LI „ 9/, 



tfZi^ 6*.6>/ (/.TV 



"YQ (•■(*( llJjL 



lj_y 



$. 






CzAL IL22 



LU2o 
(L5£. 

IZIO L.LZ. U35. 



/Z-C3Q 6>.c<: 



z 

z_ 
l_ 

Z. 

2 
Z. 

z 



UJL 



V2> L<f 






Id - 
le* 






t 



f 



HZ u^t ^iZ (&•*? 



<JL L3- 



in4 3£> 



L/&> ~)Q 



H9 lo. 



L. D&. 



3^ 2L 



^2 i( 



T2J5_ 
. 5dbZ 






%^h 4 



C 0MMCNT3 (j o/\>y>t_A 

4 



J&. 



f^^fg /lot^ 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 
DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: 



TRANSPORTER: 



DATE: 



TIME: 



CASING CAPACITY ( gallons Ainear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47. 8" = 2.6. 10"= 4.08. 12"= 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



o o V G> 



PROJECT NUMBER: X( ^OOCVQ^ LOCATION: MMJL DATE: /O/V/v " 7 

WELL NO. frlOf£> CLIMATIC CONDITIONS: Ut<J[ ^CO'F TIME: 

REMARKS: Sec f?*-y~ / ; SAMPLER: 



WELL PURGING: 



STATIC WATER LEVEL 



ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE 

cliB 

<22£> 

/Voo 



- GALLONS 
REMOVED 



J^o 



TEMP 



OOMDi ^ RI R DID I TY G©fc0R- C<Jbs\ COMMENTS UCitOHtX 



£^fc 




^L 



4> 



_^ 



^ 



4£. 



jfli 



j^ 



-^L 



J^ 



jh. 



<&. 



& 



ZS. 



7a 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 


DECON METHOD: 


PURGE WATER DISPOSED OF IN DRUM NUMBER: 

SAMPLES DELIVERED TO: TRANSPORTER: 




DATE: TIMP 




CASING CAPACITY (gallons/linear foot) 
2" = 0.16. 4" = 0.65, 6"= 1.47. 8" = 2.6, 10" = 4.08, 12" = 5.87 





OGDEN 



C? -P Cs> 



GROUND-WATER SAMPLING LOG 



& 



PROJECT NUMBER: 3/3<>eo/*3 LOCAT , N: A*M& 



DATE: 



WELL NO. MtAj/r^ CLIMATIC CONDITIONS: l^'^jf, ±£° '£_ TIME: 

REMARKS -. S^lltll ^^PV ^ v \ia\oD SAMPLER: 



/<^/V? 



WELL PURGING: 



STATIC WATER LEVEL: 



ft. 



WELL DEPTH: 



ft- 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



. 1 /Uo 




TEMP 

l> • Sf 
HAS 




COND. 


TURBIDITY 


&tZP 

COLOR 


'-/% v 7 

DATS 
"TT.Wt: 


uMLL'JPJu 

-nCMQVCD 
u «(,«4 


i«i I c 


fe.fe-f 

C ios" 


-X f, 


&\\\ 




- H S • L, 


,<;'.eo 




-u-,.^% 


\*'- % s 




•1M 


1 3 • M 5T 




-SI, I 







(CdLcTi COMMENTS \JCjs\JW\Jl 



c \f«<- 


p 


, « M 


k V I ' 


\ > 


1 \ 


\ « -1 ' 


•1 


V v 


\ • 









SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s) 
DECON METHOD: 



PURGE WATER DISPOSEC 
SAMPLES DELIVERED TO: 
DATE: 


) OF IN DRUM 


NUMBER: 








TRANSPO 

TIME: 


RTER: 












CASING CAPACITY (gallons/linear fool) 
2" = 0.1 6, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 1 0" = 4.08, 1 2" > 


= 5.87 






GROUND-WATER SAMPLING LOG 



Page 1 ofQ£ 



■ ■ ■ 



n 



'NVWONMFNTAI & EfilFRGY SFRVICFS 



PROJECT NUMBER: 

WELLNo.: r\Vs)- < 2.S 
REMARKS: 



3-3100-0103 



LOCATION. 



MMR 



_ DATE: 33 f^ A ^ 
CLIMATIC CONDITIONS: o^c^, 3v'r TIME: 0^2.^ 
Tfl/ OiWr 1$U ^U VV ^ ^ SAMPLER: CK | TO 






WELL PURGING: 



STATIC WATER LEVEL: 



»Vf. L^ 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD. 



Bladder slow flow 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TIME 

Q23tl 
aiss 

2i2£ 

o n* 

PS&5 



LITERS 
REMOVED 



TEMP 

Z,J3 



c"t^5 



;.o 


a.n 


a O 


4.0 


s,o 


4.D 


4,0 


s-.o 


Jo 


/z. 


)U> 



pH 



X.4c,- "). £4 



L£3 ?.^ 



TURBIDITY 



COND. 



.21 



ORP 



DO 



COMMENTS ...."/'.' 

1 3^, £5 - ttC.-*y/*»~- 



2CZ 



fe£ 2. SL SI 



£ *fe _JL£ 



jfo 



*y> Zi teS *.V> 



S o/ 8, 



<JO 



iLgj ajg. 



21 



r?sr 



>,^3 AJi 






-fj fe /,/* 






_l^£_ /iWV 



Qj>i 



/QC 'UfVjM^ 



^S3 'S?.? ^/ 



M2 y.T 



WC> 



&Jl£ ^2 1 iiiL 



9,&4- *,<d/ 



y.^4- i,£ C - 



^Zi 



1JW 



JL&2 kiJL 



j&L 



7, /Z. 






£34: 






-<w o.»c jj^A/a^ 'r?,sc 



7y ; y o, s k~ 



j&Jl gj£3 



(rOV 



5 C ^/ 



^£^ lUt 

a3r iJVj 






SAMPLE WITHDRAWL METHOD: ]*>(JVO0£(L £j^>i£ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), FOB (Na : S : 0-,); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None). Herb (Norte); PCB/Pest (Hone), All'. (Hone). CM (NaOH), NQ7NO, (H 2 SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


\\ 40 ml; ^S. 1 •- Amber; £ 1 L Poly 


SAMPLE ID NUMBER(s): £ £_ edL^d ZCtffi, " 


U^Z^fc ' UJOZ-S^ AjtK&SL- 


' 


DECON METHOD: Liquidnox wash; Dl rinse: Melhonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: 


Oreo J ^yt- S/st£H 







SAMPLES DELIVERED TO: 
DATE: 



TT^> 



TRANSPORTER. 

TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



©PS* 



NWfNMFNTAL & ENERGY Sf.fiVICES 



Page <$_ of ^ 



TIME 

U_£s. 

U4S 



13C.T 

U55 



LITERS 

REMOVED 



111 



2k. 



TEMP pH TURBIDITY 

%,$z y.33 60/ 



ay 



^c_ 



-3a- 



i» 



3k 



3jf 



**> 



-to. 



43 



1± 



4-r 



LS3, Li& _^2f2_ 



l£i _L£i 6l£/_ 



kilc £ £i 6 f ?o 



COND 



ORP 



COMMENTS 



ik9M#jLi3W n._ 



DO 

<?43L ,aW/^ ) 51. Co Y rr 



y,?*. y.v/ ^6^ 



L&3 V 4T _&ii 



113 x -ten 



0.43 



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Hi: 



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S. c '^ £i3g l2fe 



<yc 



v$~ 



1 13*3 



fti3 
Mi 



_L£2 y,io & &3 _Li^ -^ r ? /,?4- 



£ 11- \.3fr J£2 jlu - yy>v L£ ^ 



C-:U^a^-. Pd- s" v^ / 7n? s *3s 



■> 



E^A-t.TWrt ffgiort Tft NttTfr^ "= -£^K_^ZS^cM_ 



<£^£ Li3 §03 JkS -^,-y L13 mjdL 



/«^v. 



GROUND-WATER SAMPLING LOG 



Page 1 of _2 



ENVWWMENTAt^^NERG^WVICES 



_ DATE: JCtJdAJ^y 
CLIMATIC CONDITIONS: Q\j(ac^K UJwL TIME: (JL2<22l 
SAMPLER: QHJTQ 



PROJECT NUMBER: 3-31 00-0103 LOCATION: _ MMR 

WELL No.: MuJ&Ml 
REMARKS: 



WELL PURGING: 



STATIC WATER LEVEL: / ? '/> Q If 



WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD. Bladder slow flow PUMPING RATE: 



lOOrJ/, 



gals, 
ml/min. 



WELL PURGE DATA: 






TIME 

_____ 
j-£2_- 
_______ 



LITERS 
REMOVED 

_1L_. 

3.Q 



v, a 



^--o 



i> -2 






_*__ 



_____ 



___. 



ia 



ii 



/^5" 



//, 



TEMP 


,pH 

tfi3 


7-xa 


L*. c tZ_ 


?-*7 


t.'ll 


5.48- 


0^71 


A*1 


U-Jf 


7.0'/ 


6//? 


k.33 


ofi<J 


l-*' 


(, -^o 


■7.% 


6.9c? 


r Mi 


6.*? 


X.XH 


6. n 


8 w 


l*-H 



TURBIDITY 

3J_j 



/y.s" 



___ 



■pysr 'z,s~ 



I. os 



6.y? 



' 7.v 



'!.? 



LL_ 



>3,3 



_£__/ 



L_-2 

L 3 <r 



COND. 

A2/ 


ORP 


ii<* 


^40 


'/_ 


'?c 


"-"* 


>k,o 


"4- 


(9S- 


/GO 


/fi '/ 


I32_ 


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»« 


190.1- 


»il 


»**■ 


"^ 


I9<T 


If S" 


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JW& 



DO 



COMMENTS 



_£uL3 



;4.t?;< 

.. - - j_ >* ■ 



ac 



» * 1 



gj^ 



f3/^ 

/v? j_5 3 S _0E. fr 

___3 ; ; 

l__- _2Z_ LJ-SiEZ---S-4 

_Li- _- 



'0.1* 



_ 3J :_____• 



., SAMPLE WITHDRAWL METHOD: flfcc/dU Evr-vi? 



i LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

(*>•,«■. . . ... — 



VOC (HCI); EDB (Na 7 S;0,); MTBE (HCI): 



•TOC (H2S04); SVOC (None): EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NOj/NOj (H 2 SO.); Metals (HN0 3 ) 




■ NUMBER AND TYPE OF SAMPLE CONTAINERS) USED: '' 40 ml: °l 1 L Amber; V 1 L Poly 


• -/. 


'SAMPLE ID NUMBER(s): U302_M IA ', lOoZM J L. ■ '■- - 


_ ..'-.,' 




.-..-.. 


.DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: \_J^oO £)AC S^S^T AA 



^■m. 



g?Tc><7f'' 



SAMPLES DELIVERED TO: _Z ' _ 

-DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -{d 2 ) 2 ]h(0.3) 



5.87 



/.--,■ 
% V 


OGDEN 

' ; v -~*- "« - •; " Environmental <S Energy Services 








Page^ of << 


<■ i-.- •-; J .'-C«'v;-?-- « •■--' - ■ 






. .,;.< v- LITERS 
"* TIME REMOVED 


TEMP pH TURBIDITY 

7.,5-Sr A,K2^ «,0l, 

i.e., /„,*, *.^ 
7?^ 1*.%\ 1M 

>.*s ^h-.i y.Kf 

3>!ZL ^.."W <,.Sl, 

^'./^ ^?<7 /c7. ?/ 
8.z? C.}sr ii.r. 


COND. 


ORP 

3o7 

£0^ 


DO 

H.4C 
S,33 


COMMENTS 




0*7/ T M.5" 


'1 Y 




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//& 






in- 


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RT/4i^ £™ / g/n-i aJ x. / jC, y 


























'. . 







































































































GROUND-WATER SAMPLING LOG 



Page 1 ofJ_ 



LvV. 



■ ■ ■ ■ 



NVIRONMENTAL & ENERGY SERVICES 



£i 



PROJECT NUMBER: 3-3100-0103^ 

WELL No.: MoO-zlWX. 
REMARKS: Sf/4 



LOCATION: 



MMR 



DATE 



CLIMATIC CONDITIONS: 0:'CrU\i } h) JW jiTlME 
at/ TjGg SAMPLER 



£dJte£&: 



}oqO 



Q///JO 



WELL PURGING: 



STATIC WATER LEVEL: 



/Ji.^S" 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



/CO 



ml/min. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



3*% 



0. i 



JQ>< 



IQJO 

/cSQ 
n to 
>i z.5" 



AS. 



-3.Q 



*dL 



S"rQ 



JL^2. 



T-.o 



Sr.o 



S ;> 



Co 



"ho 






TEMP 

t.ou 


pH 


v<>(* 


0.27 


*1P 


(c.i+z; 


KAo 


(s,Sl> 


5-44- 


ii'if 


r.4s 


0. S\c 


%4o 


/,,$(/ 


8, if 


6.V5 


S. IV 


<.5T5 


k.i* 


A,^ 


K. *S 


o-T3 


Lvw/l 





TURBIDITY 



3^ 



*fX) 



/O 



*l 



iOij_ 



JLaL 



6.JS~ 



C.Qf 



vT.o^ 



V. TV 



".2 ft- 



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3D 


ORP 


DO 


?? 


23.60 


ST(<7 


-/DC 


3QM 


^4- 


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ai^a 


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"tt 


93^ 


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« 


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7^ 


~*l t f 


l r J,*2 


**3 


- ifi.Z. 


Hf, c j"* 


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~G<T 


n,r/ 



COMMENTS .- 



S,«y^Pc£€ /ryS 



ro^fe?a\?.f ^.Hp^s - 3k. &^ 



. '•".".>. 



SAMPLE WITHDRAWL METHOD: 



HLADOC& 



C 



uv 



r^u 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na 7 S 2 Q 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None); PCB/Post (None): Alk (None); CN (NaOH); NO : /N0 3 (H;SO,); Metals (HNQ 3 ) 



?• NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



j I 40 ml: 2 1 L Amber j£ 1 L Poly 



'SAMPLE ID NUMBER(s): E/2« ^D7^^Lt\ ^Av^-C-^ U]P?rTLA f CJtiZrf L^ 



DECON METHOD: 



Llquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



I)AcO bAc $Kftr\ 



SAMPLES DELIVERED TO: 
• DATE: 



-U S 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

. . 2" = 0.16, 4" = 0.65. 6"= 1.47. 8" = 2.6, 10" = 4.08, 12" = 5.87 

, Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 







H^fc 07^0 1^0 



PROJECT NUMBER: : 
WELL No.: /JflAStD 



3-3100-0103 



LOCATION: 



CLIMATIC CONDITIONS 



:»frry/3^ -m 



REMARKS: 



SAMPLER:" TD, 



WELL PURGING: 



STATIC WATER LEVEL /J?. 46 



WELL DEPTH: 2C&*_ 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 

REMOVAL METHOD: Bladder slow flow PUMPING RATE JQOk,//k.^ 



gate, 
ml/min. 



WELL PURGE DATA: 



TIME 

0250. 



LITERS 
REMOVED 

_£2 



H* ^ 



TEMP pH TURBIDITY 



IP 



QSOO 

oho 

cms. 



n-o 



±0.0 



21jl 



2^d 



JO-* 



J£o 



ifaj2 



»--vi- 


S-^ 




tf.ff3 


S.oo 


<*./*. 


tf-?7 


'r.r? 


s.7<7 


9.37 


t** 


<M3 


%?? 


<7.f£ 


<?.?9 


«7.?3 


<?.?«/ 


<*-■*£" 


-1.1-7 



s-sr 



aa£ 



£sa. 



i^a. 



Jl22_ 



HC% 



32SL 



HSM- 



CONO. 


CRP 


DO 


^,< 


-ZOl -5" 


( -5^ 


2*»^ 


-T.7&, "*. 


i .HMr 




**e 


-a*??-.? 


/►©r 


^3? 


-1MX 


o.?» 


3lY0 


-3C9.0 


0.5i 


A3U 


"?$<>•* 


Q.16 


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0.3C 


in 


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0-37 


\*n 


-M-n.-a- 


<?.V» 



comments 



// 



tH//.W*1 



£lo„rmre: 360 ~I L.L 
DTV llV-CI 

&Tu//3*-73 

F/ew <trfr» ZOOmJ U 



A2A 



SAMPLE WITHDRAWL METHOO: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCIV EDB (NihS^Os); MTBE (HC!); 



TOC (H2SC4); SVOC (None): EXP (None); Herb (None); PCS/Pest (None)- A!k iNone); CN (NaCH). NO : /NC, (H : 3C a ): Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



1/ 40 ml: 7^1 L Amber j/. 1 L Poly 



SAMPLE ID NUMBER(s): \J<Z>'X£>DA ± \J&±DbL 



DECON METHOD: 



Liquidnox wash: Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



bccc^ GlrC Vi/- 



SAMPLE3 DELIVERED TO: 
DATE: 



rrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallonsrilnear foot) 
2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -{d 2 ) 2 ]h(0.3) 






OGD 

■ ■ ■ 


EN 

Environmental & Energy Services 


AIL/- 


aD, u/ii/<n 




Page 2_of_D_ 










TIME 

1 P«>0 
XO-TO 

1130 
11*0 
U SQ 
noo 
MO 

1-iM.o 


LITERS 
REMOVED 

_Hr"7 


TEMP 

1.77 


PH 

<?•>* 

9.11 
**(& 

9.VO 

l.n 


TUR8IDITY 
OH-? 

izn 

m 

IHI 
134 

(i-l 

1 "*■•*- 
I'? 

US' 
f-7o. 

2S\ 


COND. ORP 

t— f — I -HTon 

171 -tf/y.H 
171 -flM.3 

»7S "Hiff.i, 
i.-7fc -3«* 


DO 

0,3^ 

0,37 
0.3t 
0.3? 
0.3Ci 

c>.v? 


COMMENTS 

(5) IOCS' 




DTV tt*\7M' 




73 


75" 


77 




7-? 






e«4 




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&'«$£'• 




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1 1s r h'd > 


ty &e£* /Vfak 


Stu^pU : iOl A/Tfy 























































GROUND-WATER SAMPLING LOG 



Page 1 of f 



B B ■ 



En vironmental & Energy Services 

wtBHsmmaamaamsmwam 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: ^g^Sla 



WELL No.: M-uoVS* CLIMATIC C 

REMARKS: 5>«-iT i^t-ru 'Lg^L. 



IDITIONS: Ci-OOS^i J ^0 P TIME: Q^^p 
~^- - ' SAMPLER: \<CJ3 4-^TK 



WELL PURGING: 



STATIC WATER LEVELf ^ferfe? . Ifck /^^ ft. WELL DEPTH <^<-L. .Q 
LENGTH OF SATURATED ZONE ~j ^H^* 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



S\Co 



gals 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE 



H^fc 



ml/mm. 



WELL PURGE DATA: 



TIME 
\ OOO 



LITERS 
REMOVED 



TEMP 



I 


~2^ 


-*> 


M 


.*c 


c 




<W. 


T 




1-t 


"*■' 




1- 


<r 




Oou 


^c^v 




TURBIDITY 



COND. 

1r^ 



iCL 



^2. 



J. 






3,-fiP OMi 



3.-41 



3Hi 



3-t^A ~)^r 



ORP 

iS2^L 

I S3* \ 

I V) .4 



DO 

V5.-V? 

LS£fc3 

ISM 2. 



COMMENTS 



LOO^f, 



>-^C P .^' 






■ CS.'LS' >fti , ^ •=• U-^,^L v 



SAMPLE WITHDRAWL METHOD: 



^LDv^ C-Lo^-O ^>L^f^,L^£ 



S^S_ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na ; S;0 3 ); MTBE (HCI); 



TOC (H2S04), SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CM (NaOH), MO r /N0 3 (H^SO,,); Metals (HNQ 3 ) 



T 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



I 1 40 ml; ^ 1 L Amber; ^ 1 L Poly 



SAMPLE ID 



NUMBER(S): l A )Q^SSg <| LOO^SS^ ( ^V uJ>Q^ SS L 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER PISPOSEP OF IN PRUM NUMBER; 



r oi^f-r->Fyovc <D)o M^rtT^er'Ti^.oovc 



SAMPLES PELIVEREP TO: 
PATE: 



TRANSPORTER: 

TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 16, 4" = 0.65. 6" = 1 47, 8" = 2.6, 10" = 4.C8. 12" = 5 87 



**% 



Well Screen Volume = 0.041(d)'*h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) : ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of 3 



:!WtRONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



WELL No.: /tyU~3/*7/ CLIMATIC CONDITIONS: 



REMARKS: 



DATE: 3//Z/99 

TIME: Of 3Q 

SAMPLER: R P CT"& 



WELL PURGING: 



STATIC WATER LEVEL: V 7. 62 



WELL DEPTH: 



ws~ 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EV ACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



/0O 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

/opo 
/o<o 

/OjO 

/030 

/CJ~Q 

//oo 
///o 

(120 

/Ho 



LITERS 
REMOVED 

o 



TEMP 



pH 



TURBIDITY 



3 



// 



/3 



/S 



s*tt 


6-32 


S7S 


C-5<* 


£.U7 


G 70 


<r,o9 


7? 


S33 


a?s~ 


£■«<? 


G<$° 


6-3S 


6 7/ 


"7. SO 


6 9S 


y.jrs 


6 9S 


~7t / 


6 ?<■/ 


■763 


G -7~3 



£2 



<// 


3 


v/ * 


vo~ 


A 


3s 


7 


■3G. 


V 


36 


j> 


36- 


/ 


36. 


f 


ZS 


: 3 


3 7 


9 


<?V. 9 



COND. 

SO 


ORP 

goo .3 


DO 

/•Z3 


7? 


/?3 


o.$y 


$6 


?r 


6-G? 


f/ 


7/-S 


0-7? 


?3 


7#3 


O.70 


fj 


6? 2 


o>(° 


?3 


66.3 


0-6 


9J 


6 3-f 


0,63 


9o 


C/- f 


O-SZ 


fS 


6S2 


0'?? 


9Y 


£g.f 


0-9¥ 


S3 


7j a 


/<07 



COMMENTS 

/0Ort///'f,l<, b7^</2M 



/GO /»///>,« &T(7 frZ i 2 






SAMPLE WITHDRAWL METHOD: 



L o^j IAij i/a 



/)u^P 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S 2 Q 3 ): MTBE (HCI); 



TOC (H2SQ4), SVOC (None); EXP (None): Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /NQ 3 (H 2 SO«); Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: If 40 ml: f 1 L Amber ff_ 1 L Poly 

SAMPLE ID NUMBER(s): UJ Q3/V S/l 



DEC0N METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



XTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



. 



NWRONMENTAL & ENERGY SERVICES 



Page 2_ of ~2 

V'3/rr 



TIME 

/Zoo 

/P/o 

/230 

/JSO 
/3QO 
/3j0 
/32Q 
/33Q 
/39o 
/3>o 

dt£± 

/¥'*> 

£j£2Q 
/J/JS 



LITERS 

REMOVED 

/? 



TEMP 



/? 



ZL 



73 



2S 



Z3L 

7-bb 



22. 



2JL 



3/ 



33 



35" 



37 



7-3* 



38r 



2i_ 



£/0 



yo-s 



W-0 



v/s 



E£ 



2zp£. 



pH 

C.f/ 



TURBIDITY 

33 7 



COND. 



ORP 



DO 

117 



COMMENTS 



7</9 6 *° 23>-2 -?f'0 71. L21 



7^7 ZM. 2*' ? 111 SQ'f Off 






/2f 76 



/?£- 



$?■& Oil 



■7-S/ S3j /r-S 7> 



~7G w.f LJQ 



££_ 



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7- 90 £J£ /sr.r 73 sf-9 o-VL 



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77 



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5"^c? 6 7<f /3 6 70 5 t-C Q'%¥ 



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g^jj g-7? £&Q 



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f'QQ c.77 W'Z 10 iZJL °^ G 



W <L21 M-* 



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m. 



F,*a{ Tu^^Jily ~ /S~- fr /V T(A 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of ^ 



i 



NVTRONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 
WELL No.: ftlk^WV 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: "VT J / C C /,, 



DATE: Ut*»*-1< 

TIME: o^oo 



SAMPLER: ) O /tf 



jp 



WELL PURGING: 



STATIC WATER LEVEL: HI t Q ' 



WELL DEPTH: gs. $ 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



IC"> 



ml/min. 



WELL PURGE DATA: 



TIME 



iC 



P^ 



UTERS 
REMOVED 

lb 



TEMP 

£33 



PH 



[Q35 



TURBIDITY 



3" 



X 



dL^, LAS sSQ£ 



.W CPfST ^3^_ 



UK 



Jli£ 



^L 



ua ^ \*\><» 



n. 



i = 



T 



1X3^ 



^,*H j£3 



II 






Q3J 



i£ 



ggg 



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V" 



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c-V" 

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ORP 


DO 


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^3* 



COMMENTS, 

off-' 



lOOtal/n ^, c i^ 



w; 






SAMPLE WITHDRAWL METHOD: bu/ fL/ bitiLl fS&ag 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S-0 3 ); MTBE (HCI); 



TOC (H2SQ4): SVOC (None): EXP (None), Herb (None); PCB/Pest (None): Alk (None); CN (NaOH); NO;/NQ 3 (H 2 SO a ); Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER'S) USED: f / 40 ml: % 1 L Amber; fj_ 1 L Poly 



SAMPLE ID NUMBER(S): 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



t>€CO(A G/xC ^/Sfct^L 



SAMPLES DELIVERED TO: 
DATE: 



ZTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 




Page ^ of _C~ 



TIME 

m 

JUL 

Pur 



LITERS 
REMOVED 



3vt 



Kfr 



u. 



^Xb 



TEMP 

-1,3-7 



pH 



TURBIDITY 



2^L 



l5k- IhB JB4 



COND 

go 

ZBT 



ORP 



DO 



COMMENTS 



yptS -& 



£33 



o 



^iX 



otf) 



las UH ^g -3 3^3_ o.vc 



7t 






OGDEN 



GROUND-WATER SAMPLING LOG 



1RONMENTAL & ENERGY SERVICES 



Page 1 of _^ 



PROJECT NUMBER: 
WELL No.: ^^3 D 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: 



DATE: S/W4Z?? 
TIME: /*&S~ 



Spht S*~ p / d ujj+L 7VJC. 



SAMPLER: C^/^fb 



WELL PURGING: 



! STATIC WATER LEVEL: VG ■ OS 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJA 



Se<2_ Co^Afc^i'i 



gals. 



ml/min. 



WELL PURGE DATA: 



UTERS 
REMOVED 
/ O 



_££. 



TIME 

/S25' 

7s3s~ 
/jysr /3-v 



TEMP 



PH 



TURBIDITY 



7- O 



_2_o 



7SSS~ /£ O 



/COS' /9 
/o/p 33.0 



762± 25~.0 



U3. 



2f.o 



76 4S 



31. 



$.?3 


C &f 


Iff 


G£8 


7 90 


C-70 


7Z6> 


t 7/ 


■7.9? 


6-77 


Z-3j 


C77 


9 32 


C 77 


9 3V 


G 73 


S-32 


C 73 


5.3/ 


£7 J 


?-3/ 


c?y 



47./ 


2$. 2 


33/ 


3S-* 


2X> 7 


3° 3 


2sr/ 


33 2 


20- $ 


/7 f 


/to* 



CONO. 


ORP 


DO 


tf 


713 


7 3/ 


9'o 


/C3 


O-iC 


to 


/C2 


o-7/ 


*f 


7G2 


6 7k 


90 


/HI 


C.69 


?? 


/£>3> 


C £7 


9f 


/&¥ 


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¥f 


/W 


OS? 


#7 


/6'/ 


c?7 


?;' 


/<>i 


CSV 


$1 


/65~ 


(J.fi 



COMMENTS 



DTU 






3 oo ^//m,*, 



?>oq «!/*>'« 



£hJ Of tAySTkTff 



SAMPLE WITHDRAWL METHOD: 



/CO (/oh3 j/tsZ/trfa^j} 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S 2 Q 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None): EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /N0 3 


(H 2 SO«); Metals (HN0 3 ) 


NUMBER AND TYPE OF SAMPLE CONTAINER^) USED: 


(L 40 ml; 9 1 L Amber 2. 


1 L Poly 


SAMPLE ID NUMBER(s): 


So^p/c — 


U20 


3DPA /^>03bDL 






/ 








DECON METHOD: 


Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 














PURGE WATER DISPOSED OF IN DRUM NUMBER: 




b^COc, Gdc 


Sy£ f**^ 



SAMPLES DELIVERED TO: 
DATE: 



xrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6 H = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



mm 

■ ■ ■ 


6*1 ^ 

■ - J 

Environmental & Energy Services 






* 












TIME 

wr 
oF/r 

083* 

072-r 

cr?4r 
/cor 

)0i5 

I0Z5 
/045- 

10S5- 

M/.f 

' 7C 


liters 

REMOVED 

32. 


TEMP 

8, 4/ 

8,46 

2A{ 

8,3/ 
8, So 


pH 

k 32_ 

6.k5" 
u.07 

ta.Lfi 

6>. To 
6,fe1 

(,.?° 


TURBIDITY 

li.Q 
40. "< 

^-7 

as; a, 
as", & 

/%* 

I9J 

/«,* 
j3,^ 

/4. Z 

/4.7 
18,1 

as 

'So 

I4.-3L. 
^3 


C9ND 
^O 

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CRP 

I6C 

istr 

t loo 

—*. ■ 

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/59 

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/(,0 

HfO 
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/S8 
/ST* 

/5* 

US 

' s& 


D» 

3,32. 

9.3* 

s,/o 

»,9o 
l*V> 


COMMENTS 


3S~ 
4? 








'fa 

90 

90 
9o 

8°l 

90 
^0 

&? 

89 


'JOOwJ /V*v. 


SO 


S\2 

62. 

kg 

80 
83 

lot 




















30o,J?lfiAl. 












IMS" 










I2CC - 






















■Q;/ CUT> 0-*~ - 




















































1 



'■■■ ■ r ^- ""-" fe^ .■,*.-' ! '>»BA'i luh-WATr d : e AiiBi'VMA^i^A ,k - ? 



OGDEN 






GROUNDWATER SAMPLING LOG 



■ '-\ Page 1 of '■/ 



.%•/.- 



v'.'^vr. 




PROJECT NUMBER: _ 
WELL No.: mVlO - i4 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: ib^qi 



CLIMATIC CONDITIONS: J^^^-Jg^p T,ME: ^^SnuP 

Ci * ^X^^XJS^^- Spill to/ n?C SAMPLER: CLCLiA * IQ^ 



WELL PURGING: 



STATIC WATER LEVEL: l**^ . g>g> V ft- WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE._ 



\ocp 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



TEMP 



PH 



TURBIDITY 



C?,^ 



\£>-\9? g.uco *2--v = r\ 

\o~)i*> <rn?> czjsq 



Lj2 



LA 



-2.-Q 



i°rfo ga SI g-^g 
Lanab g-ra &&£. 

von3 ^\?-^ g?.^-^ 



2-^> LoaX £-&2=. 0rS 



CONO. ORP DO 



COMMENTS 



3 



CLc ^^- u^k^ °^ 



CcUvia-* h : c P C'~ j g , y < / L 






SAMPLE WITHDRAWL METHOD: 



VL-O *-Q C^WN-ft*C>£^_ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCi); EDB (Na : S : Q,); MTBE (HCI); 



TOC (H2SQ4); SVOC (None); EXP (None): Herb (None); PCB/Pest (None); Ajk (None); CN {NaOH); NO-/NO, (H ? SO a ): Metals (HNQ 3 ) 



NUMBER AND TYPE OF S 


SAMPLE CONTAINER(S) USED: 


S^>40 ml;'2^7l 


L Amber; 


IJ2.1 L Poly 










SAMPLE ID NUMBER(S): 


L^oq-£^£, t 


^cS-<;^ ( 


g- ^ 


^3CO<4^S,<- 




i i ■" 








DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 
















PURGE WATER DISPOSE 


'.D OF IN DRUM NUMBER: 

















SAMPLES DELIVERED TO: 
DATE: 



-ZTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 










GKOUNU-WA'I'ER SAMI-'LINU LU'J 



«|J i i 



o 



B ■ ■ 



£%£ 



fcH 



j PROJECT NUMBER: 

'■WELL No.: /W(aJ-S"S 
li REMARKS: 



3-3100-0103 



LOCATION: 



/AMR 



PA IE: J O?/j/S C 'y 



CLIMATIC CONDITIONS. SfcTt^iJ {/e«c/i '. TIME: /1 fr Q 



W-. ku 



^7 



j 

AMPLEI 



'- 6/ffifl 



WELL PURGING: 



SIAIIC WAIIH LEVtiL: 



.// f.' 



wn i iii ftii. 



n. '■; 



LENGTH OF SATURATED ZONE 



t VOLUME OF WATER TO DE EVACIUAI ni) X 3 CASH l< ; VOLUMES -- 

■j:?- : 

t REMOVAL METHOD. Dladder slow flow PUMPING RAIG: 



<|:>h 

iTil/mifi 



■ ', 






A.'. .-V 

: - ?*'^ 

'•■ul'jiiis 

> * . 
: - "V >• 



WELL PURGE DATA: 



:-, . . TIME 



LITERS 
REMOVED 



* :/ S"c>r.> 

I f is '21. 
«+fe"fc.o 



/, 





•1 


C' 








r- 
.1 , 





* . 


t~' 


•7 


13 


/I. 





»3 


C 


fS 


. O 


j? 


.^' 


i<1 


. O 



TEMP 

«f.«)'o 


S. 


v 


JL 


/J 


ir 


/J 


JL 


fck 


% 


w-3 


V 


-c/ 


_^ 


v-f 


J!L 


T- 1 


tf 


S"(9 


_£. 


,<h3 


3' 


,52. 



c. 


I'M 


(. . 


3 1 


<t , 


yf 


(. 


70 


c. 


S^ 


u 


.75 <* 


L 


,^< 


u 


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.Leo 


(, 


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L 


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72 



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CQMMEMIS • 



2JL 



r* 



71. ^ 



So 



13 



^£.0 



Sj. 






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*^-\, 



%( t'i QtX tilsJSi 






'< J 



S 1 



iAL 



JLl 



LI3= %lu 



SdaC 



^U 



1^ 



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.^>U f£-Co 



Jfc 0a-< 



7o-r 



m 



^SAMPLE WITHDRAWL METHOD: Jiut/X)Csl Pu,*\? 

'^LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), HUB INajgjOa): MtDE (MCI); 



I 



'it-j':'.- 



'h VJ>! 



; <TOC (H2SQ4); SVOC (None); EXP (None); Herb (Mono); PCB/Pont (Mono); Alk (Hong), CM (NnOM); NO/HC , , (I l 3 ?Q,); Molaln (I IIIQ 3 ) 

'J,,, , 

^NUMBER AND TYPE OF SAMPLE CON rAINER(s) USED: j\_ M) m\;1 _ _ U. Am bgr; J^ 1 L Pnly 



'SAMPLE ID NUMBER(s): 


ere- 


U3o 


Cssg, 


\ ^s^Li 


poi 


V^=\ 


u 


.v <■■' 
















:.DECON METHOD: 


Llquidno? 


v/asl 


; Dl rinso; 


McIIioikiI Rinse 


;"DI (inr.i 






£ 
















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


~fc 


)C6oJ 


Que 


s 

















.'SAMPLES DELIVERED TO: 


X' 


r^> 




TRAM 


SPORIER: 


,-DATE: 










TIME: 












CASING CAPACITY (gfilloii&lhwnr fool) 


■ **■ 




2" = 


0.IG. 4" = 0.G5. 


6" = 1.47. 


0" = 2.G, 10" 


= 4.00, 12'- '• 0/ 


..IWell Screen Volume = 


0.041 


(d)''h 










. Saturated Filter Pack = 


= 0.04' 


l(cJ1) ? 


(cl 2 ) 7 ]h(0.3) 









'•■— >fc v:. 







URQNMFNTAL & ENERGY SERVICES 



;,■/•■;:■:■ M 'I 



Page 4_of^_ 



- flr 



C^IME" 



UTERS 
REMOVED 

-25 



TEMP 



pH 

4, JO 



TURBIDITY 



^2_ 



£S2g 

Q-g4<r • -■■; 



JLL 



7,6 V C ,0b 



-A 1 

m 



COND. 

SSL 



ORP 



!?\~ 



11L 



DO 

ills: 

11.20 



COMMENTS 



22 



7J2 Qoo E£E Sy 207- // £l 



.£_£- 



t.'o kdil ■■?(>.?' -50. 



ZQ 



L£V LJQ 



n^- 



31 



76.0 

22J- 
y.os (-.sic 2LL 



i± 






'' , r.i _, — a- 



u.li 



Z.IX 6.T* 



- 2M. IL21 



5£L 



£45 il.07- 



#€/?*&* 



m. 



r ok (ul£ \1L 7- 



la 



1<l(o thOifi 



T.Q'ir L- Sr ?f, 7 SO 2<t^ I I.O* 1MSS. & rU IS A 



1L 



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jLJO_ 2*jl 



Co 



o 



0*40- 



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Z.Z7- 0. s7 ??.9 



So 



SI 



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gb - ^5V /A/6 1 









?;>,-•• ■**#>! 



H: 



«g.'r*.> ; &' 



<V; 



r^ 



-i^* 







GROUND-WATER SAMPLING LOU 



A 



■ ■ ■ ■ 



"; "i ' 



■;f PROJECT NUMBER: 
; ;WELL No.:_jM(OSM_ 
A REMARKS: 



3-3100-0103 



LSCATWN: 



/AMR 



i.ia i g: / / Ps&^V 



CLIMATIC CONDITIONS: cj^r. u>.v J ; SSV I IM(£: 



SAMPLER: Ctf / J~D 



WELL PURGING: 



SfAIIC WAICR LEVEL: \\ £", 03 



WL-I I. HEP III 



LENGTH OF SATURATED ZONE: 



rkyij'.'.,?.'-* 

"..-• t v: - ; ' 

-7- .-iVN «?. 
:.. : : . ;-•,•:«•'/• ».' 

• •••■ -..a.^v, 
,.' .:'■> :■;■: v.< •. 



V,;. a. .<.,.. ^ 



» VOLUME OF WATER TO DE EVAC 1 UA 1 ED X CASINi 5 VOLUMES = 
t REMOVAL METHOD: Bloddcr slow (low PUMPING RA I E: 



gab. 

inl/min. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 






rfSQfr 

teas 



TEMP 



.l«M 



%n b.w * 



-S- 



Jj£L 



ia=. 



Tunoioiry 

12,3 
3S.4- 



COND. 



COMMENT 3 



JU& 



} 3- -MS 



5 



z_ _m 



73_ 



£ MI. 



22 JO t&tj/^pno i,$ \ t 



23& ilffl laiaShsL. Cteil&M , 



2L 



7,oy 



fc 



j£L 



?4? //.7*- 



arz 






60 



if, S3r 



a§£ && 



rf- 



'G> 



j 2-r 2j4 



y,/3 



7jgfr 



^r,/ 



c>4 



23V /',S3 t0O«f/*~ ~nF. 



i;-u 



JJL 



l£l ?,o? 



zu. 



J3L 



Pm-x- 



^> 



^$H? 



2d. 



4r% 



r r$- 






/?,•? 



_6^ 

6a 



^/ j^i^i 



*43 



\S"--SMf J£L_ Q8 



^9Q 



/f.?6 



6J 



3a2 



j^ft.wj 



fr S~ > 6 3 



94 



//, S3 fsJo *j vwlPWte 

/2 J 3To 'C0,j?/^ PTcQ TtS. h 



^SAMPLE WITHDRAWL METHOD: tSLTffiQfe/g. PoM/ 7 

i'.V'.'^'.v' '•-'•' '■• 

^LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

m .... 

VTOC (H23CM); SVOC (None); EXP (None); Herb (None), PCS/Poat (Mono): Alk (Hone); CM (NoOH); HO,/t-IQ 3 (H a SO.); Molals (I INOj) 



. .) 



-4 W 



VOC (HCI), HUB (N3;S 3 Oj); MTDE (l-ICI); 






.-.•(■. 






-VLviJ.., 



11 NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: „// , 40j " l; - 1 1 j- AlTltj " '- J fc L P()| y 



*t -,■ 



^SAMPLE ID NUMBER(s): fcg-. UO^M I g" ;, Wl^cfl '- U>OS"H(/ ^ j O.05 r[| t- 



,'IDECON METHOD: 



Ltawidiiox wash; PI linso; Melhonnl Rinso; PI rinso 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



^bgfcoJ f)Ac ^ srcd 



.'SAMPLES DELIVERED TO: 
,,DATE: 



iTo 



TRANSPORTER: 

TIME: 



CASING CAPACITY (gtMons/lhiear font) 

2" = 0.1G. A' = 0.05. 6"= 1.47. 0" = 2.6, 10" = 4.00, 12" " MI 



U, 



.Well Screen Volume = 0.041(d)"h 
Saturated Filter Pack = 0.041[(dl) 2 -{d 2 ) 2 ]h(0.3) 



JGIEN 

^•M.^!." ■"■■ " - Bvvjgow/vp/Tai. A EvenoY Services 










Page pE of <% 

lMu)Srt/ 


3RS^Hl5SWp!»I^M'*4i**~' >"*' ' 






/2&4 ?/ 


^I^IME-^-'--''- * REMOVEO 


TEMP 

&*? 
ftr?? 
ft S3 

e.az, 

8. S3 


7,oi 

Lot 

6.93 
6 . r i3 


TURBIOITY 

t.93 

fl.fr? 

£** 

0, If 


CONB 

0/ 

(ft 

6il 


ORP 

/9f 

23/ 
*44- 

2.L.5* 

2*Z 

*-?* 


DO 

(2,6 2. 

/*. r? 

>?, s*? 

7Z,30 
12., Z./ 

I*,l7 

/z,13 

• 2.4^ 
IZ.,3<* 
>Z.3<b 


COMMENTS 


©820 •■'-.- £J 




££40- • 2-5 


lOOvirf/fAA^. 








VfyqW-''' 7J\ 


68 




^4T' : i 3 1 








fOO'Cv 33.0 
)O)0> 34. 




























- 


















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W 


1 •" ..-'■ .v. . 




|w>- v ■*■*..■•<; • 


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jV 






















. 


















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' 




•• , ■_;• : , :, ■ 


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■*•'••'■ 


} 


■ *.<*..■ 


► : • 






■ 







vV' •/I •'■-■ » ■ 



GKOUND-WATER SAMPLING LOG 

KMt « Energy Services 



ill • i 



., Z 



> '"^ ' >. , '*■ 



{PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



/AMR 



'■WELL No.: KU v^> St-lT, CLIMATIC CONDITIONS. MrO^Cii^o 
H REMARKS: 



TIME: LO"^© 



SAMPLER 



Js&JLSk, 



WELL PURGING: 



STATIC WAIEP lEVf-L: 



j l^-OP 



wi;i i. iippiii 



LENGTH OF SATURATED ZONE: 



» VOLUME OF WATER TO BE EVAC1UAIEO X 3 CASING VOLUMES = 
^REMOVAL METHOD: Plodder slow flow PUMPING RATE: 



loo 



f|nl->. 
ml/min. 



.:■'■": v.. 

- .. #*# 

, ..-v a-;-*:- 

■ '"•:J'r>?.:t - i 
•.-."> :•;>■>>•. 
1 . . ■- *• . •- . . 

"-"' v ' "'l' 

;.'A;'. i;.. ; 
#■& 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



TEMP 






m 



LSI 






I'M 



TunoiDirY 



corjo. 



COMMENTS 



~2.^? 3^ 



~,Q 



8, U 

g-l'fr fa «\ "7 ~»>Mr 1 T^> -^^ 



fe-S"> ^qr -?4 55 



_5L.L±_ PLouO&rVtC- 



<r 



v\ 









4k£. 



tlM.r 



13 



1S& ^ 



<^1& 






2ffl rT^ 



<»T -HH - 






jl£1 



^ 



s 



Pi& 



3L 






StalSl ^ n O^>i9 (mi ft. 

t.vs 



§ 



sa. <^.f a ^ c^> 



n 



ja. 






3^i 



J^_ 



8.0*4 

g.JO 



^3_ 



-Ho, 
- 3QM 



bl3 



^1 



J£3_ 



3ZL 



:S-3 -6* 

3^r 



"7r76 



.,!> 



jfc/c*^- 



Jd^ 



14- "MB 



t^- 



JL_®S_ 



Loo t-*-J2 1 gja5^ i^ 

_.. Z Ar 



<• 



^SAMPLE WITHDRAWL METHOD: 

^LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

'..▼fir 



Pl^Oc^ gx— PsC^ C>&g- 



VOC (HCI), EDB (Na,S 3 O a ); MTBE (HCI); 



•<TOC (H23Q4); SVOC (None); EXP (None), Herb (None); PCD/Pont (Nono); Alk (None); CN (NaOH); NQ 7 /MO, (H,r.Q 4 ); Motala (I IUQ 3 ) 



fe NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 

'JsJ"-;*-!- ;. : »• ■■■■ ■ • 



U 40^1)1:^1 L Ain lKM ; tj fc 1 L Poly 



f' SAMPLE IDNUMBER(s): 



\Q Q~1 M.7^->s. "& »^3C5-^M.'2^V— 



",DECON METHOD: 



Llqnidiiox wnsli; 01 n'tiso; Mcllioiuil Rinse; 01 tinno 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



: 3gb*- Ll Jte=gfe ^"^f^mrA W>Cb 



..'SAMPLES DELIVERED TO: 
;.DATE: 



TTS 



TRANSPORIER 
TIME: 



CASING CAPACITY (o.1llon5.Viwai foot) 
2" = 0.10, 4" = 0.05. G"= 1.47, 0" = 2.6, 10" = 4.00, 12" 



'. n, 



?m 



..Well Screen Volume = 0.041(d)'*h 
Saturated Filter Pack = 0.041[(d1) 2 -(cl 2 ) 7 ]h(U.3) 



';vr-...- •■ 



; vs. .{■-•is--.';, - .■ "v.; «--.--- • 

•OGDEN 



NWRONMENTAL & ENERGY SERVICES 



Mm 



Page'2-.ofX-. 



i*. ; Jh ; ^^^^ r ; ■•" .-": LITERS 
l^-TIME^''^: 'REMOVED 



TEMP pH TURBIDITY COND. ORP 



> 9>l^. C^ Lt g^r- ^-N^^Ti t^t^ kJ^QO. 



DO COMMENTS 



-„ <\ 



£?^ 






.TM 




> OTO;S 



^^ASH**^ .•■•"'■ 



•?«atofe.'^S 



sJSffN* ■ S3ft*%i 






.;v" .^' 



;:'■-».•• •-.';«■'':• 



-;#• 



l.'f- * 



-i^W 






itllflGD 



GKOUHU-WAI MR SAMPLING LU'J 



I •'!»-■ i Ui X* 






$ PROJECT NUMBER: 
'■WELL No.: MiQSl) 
'4 REMARKS: 



3-3100-0103 



LOCATION: 



//IMR 



DA IE 



CLIMATIC CONDITIONS, gfrygajf k&gH ' TIME 

*-* ' SAMPLER 






w/ja 



WELL PURGING: 



S fA'l ICWA1CHI eVUL: . # $", C? V 



wi:i i. i)(-:r'rn 



LENGTH OF SATURATED ZONE 



I VOLUME OF WATER TO BE EVACT UA1 EO X 3 CASING VOLUMES = nnlv 

^REMOVAL METHOD Plodder slow flow PUMPING RA I E : \ Q p r-y j2 ( M. \ A-^ ml'miri. 



WELL PURGE DATA: 



':, . TIME 

Hay 



LITERS 
REMOVED 

^9- 



/.o 



."■''■' 



'.• ;*■**? 






I.-' 






3. 



IP 



j£°. 



9.D 



.jj I44Q /l.e> 

.K iscc <?. o 



SHE 



23. O 



'.•10IO 



n-o 



Si.O 



'jfbdD 



31. C 



TEMP 




*, ST/ 


*,?* 


S,$T3 


V,?7 


if\4£. 


*,fcD 


t.tb 


^5-3 


r.rc- 


P. 4<o 


8.8n 


*. 33 


P.fP 


8*4 


KA? 


?.r/ 


?,?'? 


Z.4/ 


S-O^ 


S,4i 


&.frZ- 


?.4d 



TURBIDITY 

a 3*7 

> V OTTO 

T3? 



COND. 



onp 



DO 



COMMENTS 



76 3 






1M. 



.aiS 


to.o 


.ZSfli 


'2/ 


-&<* 


?,jf$~ 


<rs- 


-.ZS?i- 


v,?? 


#0» 


-2vY 


3,/? 


S5L" 


-3 r 7? 


htf 


7Z 


-*? 


0, ((, 


?? 


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TO 


<7* 


-3'/ 


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'S,oj W/^.' nnJ )io. t: 



\ J£Q-J/^ 






r 6*J0 cf DAY iztenrf 






■'• <:■. 



rj-.'-^i^. 



^SAMPLE WITHDRAWL METHOD: "fouWW/? iV^^O 



r 2 LABORATORY ANALYSIS PARAMETERS AND PRESEPVAT IVES: 



VOC (MCI), EDB (Na,S,0 3 ); MTDE (I ICI); 



'TOC (H2SQ4); SVOC (None); EXP (None); Herb (Nono), PCB/Poat (None); Alk (Hone); CN (NaOlt;; NOyNOj (I l 2 SO.); Molala (HfJOj) 
^NUMBER AND TYPE OF SAMPLE CON TAINER(s) USED: A-L W •»"': ^ 1 > Aml ^i; ^1 L Poly 



Tr>- »!S 



l»^';^l 



l 



»S ■"-- 



■' ! 1 ,'rjj'- 



* -, 



^SAMPLE ID NUMBER(s): £<l= UOg^Qc ) VVlX_ - UoSDQA' ; UJO S*J) DL. 



DECON METHOD: 



Llqiiidnox wnsli; Dl linso; McIIioikiI Rinse; PI iinr-,n 



PURGE WATER DISPOSED OF IN DRUM NUMBER 



I) ecpsj ^Ac & %T&d 



t ' 






f •. '• 

* • <'.'■ 



^SAMPLES DELIVERED TO: 

>V ; • 

^DATE: 



TTl 



o 



TRANGPORIER: 

TIME: 



CASING CAPACITY (g.lllonsslhwnr foot) 
2" = 0.IG. 4" = 0.05. 6"= 1.47, 0" = 2.G, 10" = 4.0(1, 12" = r - M 



5m 



viWell Screen Volume = O.LMKdHi 
^Saturated Filter Pack = 0.041[(d1) 7 -(d ? )'jh(0.3) 



OGDI 

■ ■ ■ 


Environmental & Energy Services 










Page «j_ of _£? 










TIME 

7>0 
o%oo 
o?/o 
o?3o 
0*5-0 
9/0 
Oi30 

0<7>0 

/O/O 

/030 
/os~o 

///o 
//30 
//so 

/I/O 

/330 

/23S 

/2</o 

. /ISO 


liters 

REMOVED 

37,0 

t/O- 
43- 

3-3:0 
6/0 
6 7 O 

■73 >o 
2/ 

rf 
97 

y/s 

223 

23/ 

239 

247 

2H7-y 

2 L /x,0 

zyv.r 

243 
2*/1j 


TEMP 

$>27 

%*2<; 
2.3> 
%-3f 

9 0/ 
%>?/ 

8-7/ 
*73 

V-72 

9-33 
f 32 

937 

g 33 
$■3/ 
-8-33 

*v-3X 

1 


pH 

$:o> 
f-sy 

9.39 
?33 
<(G2 

K-C/ 
X.iO 

%S9 
G-Sf 
KSf 
9-6/ 
X C/ 
J?. 63 
?. C3 

S32 


TURBIDITY 

373 
S~f3 

*/£6 

3*3 

3l5~ 

252 

32V 

an 

22S 

2</Q 

2-70 

?y/ 

2S~o 

7/JT 

208 
/-70 
7 7*7 
/S3 


COND. 
/OL/ 

/OJ 

/oc/ 

/03 

/oy 

/OL/ 

/oy 
/oy 
/02 
/oo 

?? 
73 
99- 

?r 

?r 

9* 

%- 

97 

U 


ORP 

-7t* 

-3Q3 
-3y/3 

-3773 
^353-C 

-33/ 

-wt 

-3/0.7 

-20Z'5~ 

-??s.9 

-7% 7 
~77Jf 

-27/3 
-2Cfr. 
-76 + 6 
-ISl/ 
-357. 2 

-259-7 


DO 

£<$¥ 

3-50 

/<3?> 

/-//. 

/.So 

A<5/ 

7f/ 

7f3 

2-72 

23/ 

xs-y 

233 
3 33 
3- o3 

Q-ff 

3 or 
3 // 

l-i? ■ 
3 73 


COMMENTS 

J>TU //>-3? 

3 * G **/foil 










' 


tj/OO **/ /tHi't, 










£/0t *<//*,„ 




bT<^ -//33/</> 




6 = 


*"VA 




A/tW 


Tuvvieft // /Qe<" 


t*»ir - 


25~G AJ-r^s 








£ c *W?/e 


Cc //ec\iO*. Tn3t 


/3 


:QO 




























































1 






t 











:*.V^?r-'&: ^r;>>a^ 

•••-■ ■■ . '*■:- -^ :;?:•/ ■■/;■■ • ^ff^^£*k^ 

111 IHnl v-^^i^^^ 



^fe^. 



';\--'y .. 



s.Page'1 of *%^-J 



?r 



esss 



3-3100-0103 



LOCATION: 



MMR 



PROJECT NUMBER: 

WELL No.:_M_tO£^ CLIMATIC CONDITIONS: ci*«r, %sn™ f 

REMARKS: ]3«f < M z/rtlQ C*\kjij4 fac ^V * 



DATE: S^/')^ 
TIME: £&}£} 



r SAMPLER: C£jjMJ2 



WELL PURGING: 



STATIC WATER LEVEL |O c ) J ">0 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



ajA 



fop 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

f7rV/V<T 



LITERS 
REMOVED 

z£l 



TURBIDITY 



±&L 



TEMP pH 

jo** £dlr g^ii: 



2rr V> 



^ ^ 






L2ZL& S=g£ o.-g>-»- 
l£jt£. S*&& Q^. 



COND. ORP DO 

Z% *LoA l^£3 

Oo < -t < ? , 5.o (\.o\ 



COMMENTS 



"b~r»-o- tos.*)<J 



r^T- ^O i ( , oL. 



f\ r 



D K&J 



tL-J O /m,-. 



VQ.vy- ■ g)r^' - / <Fr, throes 






.>;■ <" ^.<,V,:,< - 



SAMPLE WITHDRAWL METHOD: ~ r\uVOO//f Si,-,-; tUr+J 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S-0 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None); EXP (None), Herb (None); PCB/Pest (None): Alk (None): CN (NaOH): NO : /N0 3 (H : SO a ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


u4 


40 ml; 


i*| 


L Amber 


£1 


LPoly 


SAMPLE ID NUMBER(S): 


WlMsy&ltPiMttSL 


', Uc, 


, r - h D 


/'- 


y.}QL' 3 


Di 








j 












DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; 


Dl rinse 


























PURGE WATER DISPOSE 


:D OF IN DRUM NUMBER: 





























SAMPLES DELIVERED TO: 
DATE: 



ttts 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



^Jbjtr's.vflf ', 



'.'if'i- , V"- : -* 






Environments ' & energy Services - v ~ -.-r :~,/a .■■ :,>. -•'v^-u;.* v. •;• ** 

■ IHiiiiiitaiiiiiiiiii^ 



OGDEN 






PROJECT NUMBER: 
WELL No.: V4UJ)1 <> 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: inK^qn 



CLIMATIC CONDITIONS:^ ^j y> ^C FTIME: 



SAMPLER: CT +A fr^N 



WELL PURGING: 



STATIC WATER LEVEL \ Q<J/ , 3 X"" ft WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE. 



J Q CD 



ml/min. 



WELL PURGE DATA: 



TIME 

1 4-4^ 
L±££ 



LITERS 
REMOVED 



n 


OS 


\ 


v-JT 


z..o 


2.b 


^.O 


5 < 


*o 


<*.< 


<%0 


5$ 



TEMP 

ii-v\ 



PH 



TURBiornr 

iJ/\ 



LLU Lid 3zo 



LUy r,./,0 JLii 






COND. 



LjfeJ S£z 









sfe> 



■l^ss js^l 



ORP 
- '3-"2n 

~_SU_ 
--"7? ^ 



DO 



COMMENTS 



21 






DTK! /OS"- 



£>rW f >CT~P- IOC 






SAMPLE WITHDRAWL METHOD: 



S^-c-^r> < r-u^v ^ -, \b>L 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S;Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None); Herb (None): PCB/Pest (None): Alk (None): CN (NaOH): NO : /NO, (H ; SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



U 40 ml: fj 1 L AmbeiT-J: 1 L Poly 



SAMPLE ID NUMBER(S): 



^-JO-l<<^^ C UOfO-l^SL 



DECON METHOD: 



Liquidnox wash: PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



xrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallonsrilnear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



Environmental & Energy Services 



Page ^z of .2^ 



LITERS 
TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 



-d2*^- Lz. 




r>^C?*T ®.<^ \Ona- (VMS' "I. MS ^fe - -ZJ^.^> ~?-V?> 

ofevo <R, j lo,^ Cp<^C z./^«\ ^"7 - j^Ss^S <^ J5£ 

Ofeig ^>^ lo^-fe CaJbHg X--7Q _C^3 -33aaS: fe£3JS 

O'Zp-^v to, ^- lo,'h±k lotMs 2>,Cg5 G?~7 ^ -2^-Q (&.!<? 



OH N> Tjij (J/OCX Net) '- /. 
■?>> ■•'PC. UUZ24 ) Ji_i . 



(jp/or.^ -f v^ DotGfviJL 







GROUND-WATER SAMPLING LOG 



Pagel ofJZ. 



■ ■ ■ ■ ■ 



N\ARONMENTAL & ENERGY SERVICES 



Envi 






: PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



date: XS J.A/J JJL 



WELL No.: MvQD^-Ml 

REMARKS: 



CLIMATIC CONDITIONS: gjAg^Jj k^L TIME 

J SAMPLER 



<W/crQ - 



WELL PURGING: 



STATIC WATER LEVEL: j Q (^ 1 4- 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



/DO 



gals, 
ml/min. 



WELL PURGE DATA: 



I.O 



TIME 
IQOO 
IQ'O 

/ olo 
, r/CO QlQ_ 



UTERS 
REMOVED 



J^o_ 



3 O 



4^9 



1 1 ZD 



3-c-) 



7/»Q 



'Q.O 



'■ i too 



£2a /f-^ 



JZjo. 



\Cr,0 



ir,o 



TEMP 


pH 

0.50 


0.O-3 


^9 


C.DZ. 


*'* 


U.tf 


?.z& 


(#.-4/ 


7.3S 


6^3* 


T.43 


L, ,4-v 


'?>0 


O.^K 


».4fr 


fv.^r 


7.S* 


6,?/ 


?.T/ 


L.07- 


7.^2, 


6,c- u 


'h S3 



TURBIDITY 

"ELTZ 



S3Q 



*u 



ft^Z. 



%k2 



JO* 



ULl. 



A3J- 



t"*H 



7.*3 



5JA 



COND. 


ORP 


DO 


/oV 


ic6 


"f 39 


10? 


2c5 


*« 


/ ft 


^03 


3-^ 


iotf 


3o f 


&.ai 


/DV 


/9y 


1,0$ 


ADi 


?^l* 


0.<=)O 


/OK" 


'3* 


0,1 1 


/oy 


JW 


0S4 


'** 


»li 


o>4* 


'Op 


/r/ 


o.Si 


/OS- 


Pr 


one 



COMMENTS 






■%W/<^u 07'<J-;06 i & S3 



5/y /^? /H. g£o /do^A^-£>r*+^&- 'c/: 



-%?'■■■ 



SAMPLE WITHDRAWL METHOD: 



PJcAW:^ 



T> 



^T 



VOC (HCI); EDB (Na,S ; Q 3 ); MTBE (HCI); 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO ; /N0 3 (H,SO«); Metals (HNQ 3 ) 






NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



\ ' 40 ml; °\ 1 L Amber +1 L Poly 



" " '■■ J X_ 



SAMPLE ID NUMBER(s): H Vj ">H \ E. "- #< ' K W) 4~H I 1\ / M \0 3- ^V 'C 






-^»<-.-' ,N .. -«<*^ 



.DECON METHOD: 



Llquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



" ^£tcyiJ Ig^Sdllh^ 



SAMPLES DELIVERED TO: 
DATE: 



i ^, 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65. 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



Environmental & Energy Services 



m 



Page^ of j- 
Mu)7M\ 



TIME 

I40O 

ISIS. 



LITERS 
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^2 



TEMP 



PH 

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TURBIDITY 



COND. 



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T^(l& ?i\ot M.rra <J> * 3 - £D_ 



OGDEN 

■ II ■ ■ ■ 



GROUND-WATER SAMPLING LUG 



;uje I 



ut C- 



• ? PROJECT NUMBER: 
"WELL No.: N^^MZ, 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: f/ ogjL UJwL 



DATE: 1-/?£6 % 
TIME: iZfQ 



REMARKS: 



VU'-c 



SAMPLER: 



M/J O 



WELL PURGING: 



STATIC WATER LEVEL: /^6 , V^L 



WELL DEPTH: 



ft. ; . ' 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



. REMOVAL METHOD. 



Bladder slow flow 



PUMPING RATE. 



nil/min. 



WELL PURGE DATA: 



-«x 



v 12*0 



i3/Q 

13 3Q 



LITERS 
REMOVED 



1 



jL2. 



r 



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: -*freo 



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6,7? 


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0.*l 


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39 



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i 



v<o 



2Jv.-j/«J. 






z. >/ 



..SAMPLE WITHDRAWL METHOD: P>tA/)f){/l P^^P 



VOC (HCI), EDB |Na ? S 2 3 ); MTBE (HCI); 



-LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

>TOC (H2SQ4): SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NOyNO^ (H,SO,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40 ml; 1 L Amber; 1 L Poly 



-SAMPLE ID NUMBER(s): jZ -. U) ~7^1lC ' StflfrC Q^2ll2AjJ^lMJLL 



\?i?tf'- 



DECON METHOD: 



Llquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



"hccoJ <$#l {nrsM 



SAMPLES DELIVERED TO: 
DATE: 



XL1. 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, I2" = 5.87 



?M 



.Well Screen Volume = 0.041(d)'*ri 
Saturated Filter Pack = 0.04 1[(d1) 2 -(d 2 ) 2 ]h(0.3) 



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WUlilal P mE o tm£lI AL A Energy Services H <-0 7^ * 



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OGDEN 

■ ■ ■ ■ ■ 



GROUND-WATER SAMPLING LOG 



Page 1 of & 



fin 



RONMFNTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



WELL No.: A7t<J7£> 
REMARKS: 



LOCATION: MMR DATE: /o/3° // 7 

CLIMATIC CONDITIONS: Cktr**' *F TIME: /Y^ 



SAMPLER: OCH //cb 



WELL PURGING: 



STATIC WATER LEVEL /OS"' '& 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



A/A 



/2o 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

/iT// 
7S3± 

/sw 

/££/_ 

7£Q/ 
/<-// 

o7*y 



UTERS 
REMOVED 

O O 



/ 32 


2.£1 


3 77 


9 9? 


6 lZ 


7,1 


$12 


9/2 


/O./J 


/# /2 


/£ 73. 



TEMP 


PH 

6f¥ 


77- 7 o 


$ff 


70-73 


703 


/o.Co 


-70Z 


/O.JJ 


7-os- 


/O 3? 


709 


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■7/0 


// 07 


7/> 


7o 77 


7-/? 


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7 73 


/7-02 


6-37 


70/3 


6 */J 



TURBIDITY 

770 7 
J</<7 
2Z3 

3SS 



COND. 
70 



ORP 

32> 



00 
?.3? 



1S7 



?S3 



'Z9, £ 
/77. 7' 



6 £ 


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7 S3- 8 


7*5" 


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7-93 


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63 


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70 


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<Z.o3 



COMMENTS 
300 /*//rl,~«, 



/OS'. 2 * 

/ao**i(/n,\, /oS.f ' 



II OCT 17 (££27 



SAMPLE WITHDRAWL METHOD: 



Iolj pAu i)AjJi 



*+- 



pu*~*0 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S 3 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None): EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /NO : 


(H 2 S0 4 ); Metals (HN0 3 ) 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


Jj_ 40 ml; _? 1 L Amber; *7_ 


1 L Poly 


SAMPLE ID NUMBER(s): 


Mo7Dt)fl . 


Mojqdl 








/ 








DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 
















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


UCcet^ 


GAc 


^ys/ci^x. 



SAMPLES DELIVERED TO: ^~ 7~ -> 
DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 




Environmental & Energy Services 



Page 12 of _f* 



TIME 



^ 



g3t££ 



LITERS 
REMOVED 

_2J 

TJ-i 



3J±- 



TEMP 

/oiy 



pH 

CAS 

13£ 

•? . 3 3 



TURBIDITY 



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o r ;/5- 



j*& 



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M-S^fe ^C l 



'V, 7*', 



172.2 



323: 



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36 



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■^ili^^ . Page 1 of^. | ;: 

, _ EMPQNMENmZ EHeRGy Services ' 



■.■ie.m 






X-.X-: *Wyj:.~; 



■.-'. : 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 1 r>\u\ | g-f 



WELL No.: ^j , ft^gbS CLIMATIC CONDITIONS: Ca i^AJ>^ to^ P TIME: \ <T \ o 
REMARKS: yJk^V->l^K SAMPLER: iCfr & Cx>jl-{ 



WELL PURGING: 



STATIC WATER LEVEL VO(o-7-S ft-TcC-WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE 



I.OC? 



ml/min. 



WELL PURGE DATA: 



TIME 
lS"~*-£ 

-LS^sr. 



LITERS 
REMOVED 



j2_ 



-LS. 



2^- 



3^? 



3 l ^ 



±fcc 



MVS 



-^ a2 



S< 



fe ••<=> 



TEMP pH 

LC>H7, 
' g 3d 



TURBIDITY 



COND. 
3± 



ORP 



LLac 2»g> LS3J 



Idgg _2=q ii^n 



g-^i 



: Vt4 -i.c*» 2a 






7.^S il 



fr-'~7 



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5.^ -ia 



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3^a& j£=3l 



3-HT^ J^. 



U£feI3 



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COMMENTS 



L^dkiL 



cX Co. )Q-ro <^o,n . 

Z<lAt»r..ngQJTU^ 



sToJlt 



mE& 






SAMPLE WITHDRAWL METHOD: 



■L^C? 



*rv^o«^-> T^^.ckj-^jx^JS- 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S-0 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None); Herb (None): PCB/Pest (None); Alk (None); CN (NaCH); NO : /N0 3 (H-SO,): Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER^) USED: 



3^ 40 ml: qn L Amber;!!. 1 L Poly 



SAMPLE ID NUMBER(S): Qs^^'gb'r^^ 



^^SPV ^ ^>Q^6>St 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



bcco^ C/)C Sy st*-*~\ 



SAMPLES DELIVERED TO: JEZlJ 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallonsJIinear foot) 
2" = 0.16. 4" = 0.65. 6" = 1.47, 8" = 2.6. 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -{d 2 ) 2 ]h(0.3) 



J ~~T 



OGDEN 



Pagejlof^ 



f^V^^Sf^^j^ /fll('<^ A 



300r,r C ^ LITERS 3 

TIME REMOVED TEMP pH TURBIDITY COND. ORP DO /q COMMENTS . 

Q322 (>•* \±I± L>*l LO- ^^ ^£x" &% 5if^pLL^,. r<V t 

o-^T 3bJ2 / g< ^/ g.<w 2JJ a^£g L£Mj 'fr „^ W3SC 

oT^ OlSS UbJH feji±i U£k ±2jg! t^-^ ^a-iH J 

ft?«/g '4- C >o. £l 6 • H \>t>i ±3z ! \ \ d 3Llg 

ov>S -< sJ ULU k ■ i-T- L£j &a ■ s£2 LZai: ?v.w 

o~ s ig y . S h ;>.'*-/ I, .. / / l,o^ ^S". ^ >iU' gs < ^ 

0±£3 t H ULdl 6.-CV/ i.o-2- H£iC£, I ^6 'SX.& 

L : ~S^ ";, ( t(\,iiu b,03 1,02- L t<-o7} \g& ( xy'i-f 

<£ 

peA o^ "Uc-L £ps > . ^JJ?^ J Mr r iii^ - \ ^ZZ ZZZZ ZZ^ 

Lu Qfc sJ^ 7 S^^ C^nl g^^&- !T 



h*i ~c M^ SOv^- f^^-r^c - - I 
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^i.--r^-f^/ t DO g ;i -v^-. / L 



Jii C /J ( JaQH) --3. _ 



= z 



OGDEN 



r$3s 



mm m 



ONMENTAL& ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: i tj 




^ 



WELL NO.: WJllx 3 q 
REMARKS: "T 



_ CLIMATIC CONDITIONS: S-^^>^>H S^ J TIME: g>'- "I-Q 
,P. ■ SAMPLER: Q.QA % \ON 



WELL PURGING: 



STATIC WATER LEVEL \ \ *>- - , q Q 



WELL DEPTH: V 1J^ ■ ~7 O 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



A//t 



gals. 



REMOVAL METHOD. 



Bladder slow flow 



PUMPING RATE: 



I cdC* 



ml/min. 



WELL PURGE DATA: 



>>S/C, 



TIME 

"<JLfcQ 



?>-. ^.c 


fr.SV 


Cfr Ss 


O'icO 


oe»o5" 


o<\< o 


Mi*: 


0^-2^ 


0«\ 2.^ 


0^3^ 


0<^<s 



UTERS 
REMOVED 

o 



^ 



-IX 



l-J 



-£. 



"Z . P 



_2^ 



3 l2 



3 £ 



±l£ 



H,^" 



SJ Q 



_2^_ 




COMMENTS 



DtuJ //Coo 



hTiO //S.oO'Trr 



TitlTOYj 



SAMPLE WITHDRAWL METHOD: 



*^i ^c-?>^^ a 



^»i -^^l>r-^> 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na ; S;Q 3 ): MTBE (HCI); 



TOC (H2SQ4), 5VOC (None): EXP (None); Herb (None), PCB/Pest (None); Alk (None): CN (NaOH), NO : /N0 3 (H : SO„); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


22. 40 ml; 


S&1 L Amber; I 


3 1 L Poly 


SAMPLE ID NUMBER(S): 


L^ D^SS^ L_a- 


iO^^Sfv.. 


a. 


(_Oc 


^^^(3 














DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 


i 


















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


Dec 


Oi^ 


G/lc 


Sy$ -fe-t^K. 



SAMPLES DELIVERED TO: 
DATE: 



TT5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -{d 2 ) 2 ]h(0.3) 



OGDEN Zit* 

w ^ Environmental & Energy Services l^lu^^O 

LITERS 

TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 

e<H4D L.O 10. ZS S^l/Z. 7.AI 36.TD /yj-> I2ZU 

o^*S o,S~ < J .vy S-<^ ^■ c 1^• ib.gn L gJ H IL1£ 



Ofi&- /g >v7>>.— -1 "£>re— ^ t -2- <• o 6ou^c-go^ o^ Y-l tg*-^i_% -~ L ~ '*o<T KTCiJ S 









■ i *»•" ■ p r -w t- ■> i i g- J C ■» <— I ■ t- » . - ■ — — ^— ^ 



OGDEN 



GROUND-WATER SAMPLING LOG 



Pagel of_/ 



m 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION. 



MMR 



DATE 



WELL No.: /VU/O S CLIMATIC CONDITIONS: Su*"<7 ^fd f T)ME 

REMARKS: bisf>/iC& + £ S&^f/c Collected SAMPLER 



"/C/f7 



X:3o 



7~b, RP 



WELL PURGING: 



! STATIC WATER LEVEL: /V<T. / <2 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



A! A 



?73 



gals, 
ml/min. 



WELL PURGE DATA: 






TIME 

7^ 

o yoo 

OX/0 

or jo 

OZ3o 



REMOVED TEMP 

/■O T.tf 


PH 

S,77 


/ 3 ?.?g 


£?s 


/. ? /o.o/ 


S~-72 


2-3L ?-J\f 


jr. 7/ 


V-6 9?¥ 


ST. 7/ 




&70 


'&a~oUJ OJcl/ 






DO~ ~7 njc/L 













TURBIDITY 



P-V? 
j£± 

o >7 



CONO. 

S"g>o 
57- O 

60, 
Coo 
6o- 
coo 


ORP 

/9S.3 

/Jo. 2 
/%J S 
/7f-7 

'7X% 
jyS'o 


DO 

7.78 

737 
7f3 
7-W 













£>GUuU. COMMENTS *< " t< - 
O 07S~ 



3 TO 



SAMPLE WITHDRAWL METHOD: 



lot>> |/olJ bAjJ<t~ 



Qu^P 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S ; Q 3 ): MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None): CN (NaOH); NO : /N0 3 (H 2 SO„); Metals (HN0 3 ) 




NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: •?£_ 40 ml; ^1 L Amber T 1 L Poly 




SAMPLE ID NUMBER(S): l*//0 SS fl- LJ / '0 $$b 


■ / 


DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 






PURGE WATER DISPOSED OF IN DRUM NUMBER: UeC°"\ G/JC S/sfth-^ 

7* 





SAMPLES DELIVERED TO: jZ^ /-> 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 




SAMPLING LOG 



fe:W^$- *«TM V H ' m ill 

BM&w«»;, •" n ■:■■ 









5 ; j Jt . 



"PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



Well no.: I O ; Ja** >»«itf* climatic conditions: £le«r, 3S 1 



DATE: 
TIME: 



-2S-T7 



075? 



REMARKS: 



SAMPLER: 7D,fcD 



WELL PURGING: 



STATIC WATER LEVEL [H? '. 1(» 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



/U/? 



l£o_ 



gate, 
ml/min. 



WELL PURGE DATA: 



TIME 

Q?S£ 
ALUS 

23J 1 
QUI 

i£i£_ 

JLi£_ 

AM— 
it so 



LITERS 
REMOVED 



H.o 



JZJL 



IQ>Q 



i^-Q 



17- p - 



U.Q 



-?.*.<=> 



?-!,<> 



3 l»o 



3 3-^ 



35.5" 



TEMP 

¥.7* 


PH 

<;.7, 


TURBIDITY 
</<0 


ST. ©7 


c.so 


74.7 


£.36 


<^?' 


72.T 


%1\ 


Cr,77, 


tt* 


*?€-*> 


Co.Ti. 


' *ti.!S 


B.-T*- 


fc*A» 


3<f-* 


*-7? 


fa.« 


1Z.1 


©.->* 


c^.S*, 


-*ft.H 


s^r 


6. ST 


-xt..^ 


(.-$<. 


}<?.3 


7-77 


6-^1 


A0.S 


f.oo 


4.4/ 


010 



CONO. 

L3J 

ff7 

S7 
gT 



ORP 



3fo .l 

mi 

32 .*,^ 
374-g 

3?4.r 



DO 

^i6 



COMMENTS 



A 

II 

&* r **-<?* & to <*■ 
ti* shuts fi> II IS 



Sf 



SAMPLE WITHDRAWL METHOD: ^w A. £UJ^ ; fl$//1tD Smmflt CollxJeJ. 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na,S r 3 ); MTBE (HCI). 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None); PCB/Pest (None): Alk (None); CM (NaOH); NO.-/NO, (H-SOj); Metals JHNOJ 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 



84 40 ml; 21 j L Amber; J4 1 L Poly 



SAMPLE ID NUMBER(s): U/lO/llA >/J U/.Of)//! 



DECON METHOD: 



Liquidnox wash; PI rinse; Melhonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



TTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallonsrtlnear foot) 

2' = 0.16. 4" = 0.65. 6"= 1.47. 8" = 2.6. 10" = 4.08. 12" = 5 87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d;,) 2 ]h(0.3) 



OGDEN 



Environmental* Energy Services 



Page i of _^ 



UTERS 
REMOVED 

2LL 



TIME 



TEMP 



pH 



TURBIDITY 



<7.]3 C».&3 M.I 



COND. 



ORP 



DO 



COMMENTS 



1U.1 2.0.1* 



US %\1 (>.L<r \q.< X7 13*3 ZO.I1 QTlA/tQ.U 



r "~^ edF SI 

roc ; a_ 



iJllJL 



War pUrm? : a 



Col«>n'M7fric Dd fiwk«j : !Zpp^< 



TtrW i */ U6* fl c Mb Tft ^ j»l»?r|^.4 MTU S 



OGDEN 



GROUND-WATER SAMPLING LOG \& I® & M: Pa 9 e A°f-^ 



NVtRONMENTAL & ENERGY SERVICES 



m 






PROJECT NUMBER: 3-3100-0103 


LOCATION: MMR ' DATE: 
CONDITIONS: $ajnO^ 1.5^ TIME: 

SAMPLER: 


ul-; hi 


WELL No.: MUJir^lN CLIMATIC 
REMARKS: DO- ^ /^W» 


WELL PURGING: STATIC WATER LEVEL: 


/'-fur, o<? 


ft. WELL DEPTH: 


3f~/.^ 


ft 


LENGTH OF SATURATED ZONE: 


VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = IOA 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 


25^0 




gals, 
ml/min. 




WELL PURGE DATA: 


TURBIDITY COND. 


ORP 

-in 


DO 




TIME REMOVED TEMP pH 


«kro vo^r i.2u 


ZZ~) 


£^ /6,CO 1A(S 


i.c 


<£>-Z 


<3 


4eo ^ ^ »A.W! 7.?^ 


/ 7A 








' 2 






-fir? 
e-Lt 

e?.ut 






^'R ^3 ^^ 7-/^: 


c»Z 


*S 


C 1Z& ro-UC 1-HY 


07 


<^ 


9z/s it3^1 1-iir 


->-^Cb *v M Vto. <=",<=) "7-WK 


^ 1^ ic-61 lit 


^76 ^.7s 7.V* 






^c/^ ^^- /£>.77 7V7 


O.-P 


Q^ 


SAMPLE WITHDRAWL METHOD: L~v , £l ,svo hie? r^ , r^^O 


1 
LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: ^ 

^TCC (H2SO46SV0C (Nonej^EXP (None&Herb (NonePPCB/Pest(None&Wk (NonefcCI* 


1 
VOC (HCI)7EDB (Na2S 2 3 )TMTBE (HCI); 
1 (NaOH§NO;/NO, (H-SOaJ^Metals (HN0 3 


) -fe-Acr/ 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) U 


SED: 40 ml: 


3 ■ 

_ 1 L Amber 1 L Poly 


d, sscyy^ 












SAMPLE ID NUMBER(s): 6o!CbC>CbA+ M^f/M^C^ 




DECON METHOD: Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 












PURGE WATER DISPOSED OF IN DRUM NUMBER: 


i>ccc^ GUc 


$!/S 


TCt^x 




SAMPLES DELIVERED TO: jl ' -> 
DATE: 


TRANSPORTER: 
TIME: 
















CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 






OGDEN 



Pago^of _•? 



S NVIRONMENTAL& ENERGY SERVICES i . , . ^ \ 



TIME REMOVED TEMP pH TURBIDITY COND. ORP DO fc\ Q C OMMENTS > 

355L /Q-7d 791 gO 53= -?/l Q-5f 

>aqq ~L> /<v7/ 7-VO cP^.V «K^ -?/^T C>_5X g*.,?< <$ 

/Q<W /a. 7/ 7,V7 S>4 -S" J7 -?Q7 fi>5ff 

io/q /Q.7^ >V7 «P5-3 T6 -?qT o.«5a 

rb/^ - 3 ^.77 l.m* ^ sl3 Sl Zo ~5fr7 ^L^a 

/o^ 555 7-v& :>¥.? j£ jssq iLif 

>**r ^lz& 7.y/ &2jx j& -fat o>v? 

.•o?c /e>.7c -7.y&> ? 7: ~r -vL - z22B Qll12 

fc3£l r &OV 7.v/7 31.4, £3 Z^hl &M2 

f ov*r j Q.ia 7>/*r <■?£- \ 5i* zSR <W6 

ioqp (£1251 1^3 )<-? ^ Oito e».*/k 

f^*> /d7v 2i1S L^-2 ^ -212 ^-V^> 

t i<^o ^g-7r 

;/y**T" / f. If 



^ 5&*np l e «< ? ^ /// 41 



OGDEN 




PROJECT NUMBER: 
WELL No.: ^.•■..0 ':^ 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: -CaW*)'"?-- 

CLIMATIC CONDITIONS: rL v -' ly^.-L.. TIME: l^h^U 



IqVV^T T ^vA. p Ur^rCp T^M^u^p-C 



SAMPLER: t^f / /< D 



WELL PURGING: 



STATIC WATER LEVEL: 



/2SM4 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



Mv 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

i ?,.** 

IKiC 

z£i£_ 

0(r S ->' 



UTERS 
REMOVED 



TEMP 



PH 



.©* 


.- r~ 


-5 j O 


.ia , 


vT" 


H 


. ;? 


<-f 


S - 


* 


o 




:> 


C^.tf 


*, 


V" 


T, 


Ji 


i. v 



LL13 <£1 



no 



TURBIDITY 

£3 



CONO. 



ORP 

'< •< n 



DO 



COMMENTS 



/7.K 



-1— 



JL± ilk LLJ_^ ioo^l^'... 



&> 



5 V-' 



IS 



ftrv 



• 7, 



S~-*r>- 3 aka 









^2. 



■So 



C^ 



; vO s ^ . 



^•''p s °i 



du. 



t/e 



: .yi 



iais: 



L f L 



%2L± Lk33 



g» , "f g o.o c 



o. o 



6X 



44? 



llAi 






SAMPLE WITHDRAWL METHOD: 



tf /■#£}& f !/<.'■ J /V-T. 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S;Q 3 ): MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None), Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /NOj (H 2 S0 4 ): Metals (HN0 3 ) 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: %\ 40 ml; iJL 1 L Amber: X 1 L Poly 


SAMPLE ID NUMBER(S): 


0Jfr5'/C >' t\h/Sit- ', LV//5D.A ' v-VlZOu 




s ' 


DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 






PURGE WATER DISPOSED OF IN DRUM NUMBER: D '£ C uv & ft C OZ/i/^A-^ 



SAMPLES DELIVERED TO: 
DATE: 



T-r-s 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons, linear foot) 
2" = 0.16, 4* = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d2) 2 ]h(0.3) 



• 



OGDEN , ^°- 

•«pwi<^ FuvinnNMFNTAi A Fnfrgy Services . ,),,a,-, 

aw / r 



e 



£M 



LITERS 
TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 

?.S ft Id. ^>.Q^ ft.z-s" LdZ jf% JZ-.42. 



O-fu.J 






uHv 



•* :<=, — eU fe o^-\o 



Cc v. .;-..'■ ■"- ^ U~.L t f>- 









C^.-Ac/"xA ^ -t*<-.c-- Qjj ~ I ?. ,^j L - 



•'-■ 



OGDEN 




EmRMMENIA^^^^^^^^ 



PROJECT NUMBER: __ 
WELL No.: (fHvO I JL ^ 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: U U ^,A 



DATE: ^/Joy^ 
TIME: 



^^ ■' °° Sampler: £///#/) 



WELL PURGING: 



STATIC WATER LEVEL ) Q {) , Q I * f^C WELL DEPTH: _ 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD' Bladder slow flow PUMPING RATE: 



/»/! 



gals. 



'*o JL 



,m\lmm. 



WELL PURGE DATA: 



TIME 

f 1 -K; 



UTERS 
REMOVED 



TEMP 






pH 



ad. o 



TURBIDITY 



COND. 



ORP 



DO 



COMMENTS 



3 J 



£ n< o . j i 



> ,-%-r 



4-2. 



43 



"*' 



'i .3 i 



U.bV 



^L 



cTfcJ 



I • '-\4 

— r 



±L 



cV idr. 






LLL 



i r ^ 



_! 


+ 'j 


■» 


w 


, ^ 


T^ 


's 


1 c 


*3 


» i 


3 


"l* 


4r 


- | 


4< 


S2 






FO 


ft (A 











l'. L Hp 
12. re? 



LLJH Dt u; , c 



l 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na 2 S : Q 3 ): MTBE (HCI); 



TOC (H2S04); SVOC (None): EXP (None); Herb (None), PC9/Pest (None). Alk (None); CN (NaOH); NOjTMOa (H;SO,,); Metals (HN0 3 ) 



NUMBER AND TYPE OF £ 


SAMPLE CONTAINER(s) USED: 


i I 40 mi: ^ 1 L Amber tl 


1 L Poly 












SAMPLE ID NUMBER(S): 


US V£ti <»<3 /tO fZ.S'^L- ' 


Z.c\ju^\0 ft**, 




Z.^S^ 






i 


I 






DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl 


rinse 


















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


be 


c'Ou\ 


Gfic 


Si/ 5 fe*~L 



SAMPLES DELIVERED TO: 

DATE: 



TTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



GROUND-WATER SAMPLING LOG 



Page 1 of<i 



IS 



RONMENTAL & ENERGY SERVICES 



, PROJECT NUMBER: 
WELL No.: jMbO i3. 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: %u .,»■<, 1d J r 



DATE: 'X+Tkh c \Z 
TIME: 



__ ' SAMPLER: C/-/ /Th 



"&=^ 



WELL PURGING: 



STATIC WATER LEVEL: ^h> "1'2 



WELL DEPTH: 



II-5S 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



M 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE : ypO -* /o'Q 



ml/min. 



WELL PURGE DATA: 



TIME 

ITS 



LITERS 
REMOVED 



* 


<^,o 


Jf,n 


/a.«j 


/*.o 


no. o 


2V.0 


a£,c? 


a^ ,o 


3c?.d 


3/.D 


3^.2 



TEMP 



pH 



WS«, 


1. /A 


7,-JO 


x (^ 


L02 


tt\ 


c.fl 


;,?? 


J.4K 


T-. $"*' 


>. uz. 



6. 


sv 


g 


sx 


L 


'^<. 


t 


• s* 





,5V 


ft 


■ Sy 


6 


,s^ 


6. 


*f 


6. 


6o 


6< 


frZ 


(.. 


0^? 



TURBIDITY 

270 



COND. 

or 



TO 



ORP 



DO 



IS 



*_7 



lo.N 



COMMENTS • v. 



3l3 Lia 



W.< ~?Q 



r^.y 



7(7 



■34. V 



}o 



WT 



7c 



**•■£ 



li 



?<? ___! 



aa, ~tii 

ajj lid! 



^Qafcg/je 



7f.?g4fe 



(/.6-y 



i-wlc*. 



SLS. _2f 






1M L!MMhs& 



ZSJiiM 'S 



*-<j 



ziy 



O.fr 



2./ 



33.Q 



-*.(,«/ 



L-.(,3 






">o 



./JUL 



go_^ /,,?<r 



^to 



1*1? 



ho c i 



SAMPLE WITHDRAWL METHOD: b/<v)cL-/v E__g2 



"LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na;S ; Q 3 ): MTBE (HCI);' ""' '-' : "'—t wffi 

TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NOyNO a (H^SO,); Metals (HNOj) l ; i 



■.*•• 






NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



\\ 



40 ml; » 1 L Amber; _r 1 L Poly 



■. 



SAMPLE ID NUMBER(s): £»?. - W.^Oog: ' 






f.£ ^i-5" 



>,, 1 



_ Vj L 



,-.'-3sJt 



DECON METHOD: 



Llquidnox wash; PI rinse; Memorial Rinse; PI rinse 



PURGE WATER DISPOSEP OF IN PRUM NUMBER: 






SAMPLES DELIVEREP TO: 
DATE: 



L. 



TRANSPORTER: 
TIME: 



Well Screen Volume = 0.041 (dph 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



CASING CAPACITY (gallonsfllnear foot) 

2" = 0.16, 4" = 0.85. 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 

2.1- 



OGDEN 



Page Q of o? 
Enwronmenta^^nerqyServjces YV\bJS-Y^\\ W 



UTERS 

TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 

\1S<T 34- 1J2: C-62-, /^.y ^O ffi 0.50 /DP^P//^ 

MPS' 3S~ ^,fr> C*(i3 HjO lO 55 £i3£ 



i J3S 3S 7.64 6^3 /3.3~ 7o L±3 0-44 



j 340 3r;S~ ^^3 L>03 <3,Q ^n '?7 4d 



;3jf:> < S A«*Pi£ Cgcc^c'ntn 







GROUND-WATER SAMPLING LOG 



fiB 



ONMENTAL & ENERGY SERVICES 



Pagel of& 



-•'*-•■ ''ri-ity'yy.-bc''^-^'.- 



,->. 



; PROJECT NUMBER: _ 
WELL No.: Mv0^3D 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: 



£fisjj^ 



(owd 






DATE: 
H TIME: 






SAMPLER: (W/j£) 






,'.'* :"••■■ 



WELL PURGING: 



STATIC WATER LEVEL: >5. >3 



WELL DEPTH: 



mil 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



fOk 



/oo 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

i so £* 
■ o i S 
JJLUL- 
JJOi 

ijLLi- 

JMi 

'/MS 



LITERS 
REMOVED 



TEMP 

6.9/ 



PH 



/.o 



5 53 7,2^ 



J^ 



?< 61 9.9g 



JL£- 



iai 



?< vV 



JLiP_ 



*•*■/ f.*7 



5.0 



^■37 2 3V 



JLJ2. 



,</ 



ZJU Lili 



ho 



2*1 



TURBIDITY 

3 3X 



L£Z ;<>£ 



lift 



iJ£ L_££ JL13 



/'(>. o 






13L.< 



ry 



W O 



Y- ZZ. 



ft 



Z3J 



COND. 


ORP 


DO 


a*5 


/-zi 


3I.J? 


/44 


:<(/,7 


M. c i4- 


17V 




W.6£ 


/// 


it-lS 


lt<t 


7<?a 


(5 tti 


1*1 


/«*r9- 


t*--)1 


f ff f 


'"/ «> 


l J ,-i} 


/^ 


{<)(i.5 


l». i7 


/5 3 


*9f 


O- c(^ 


K7 


ni 


tut 


<<K- 


^,4 


H.*l 



COMMENTS > - - 



-0 



JW<7 



^ 



O 



«?&. 



\^ml/^ 



n<-> 



IF? 



f.3^V 



/',y 






. SAMPLE WITHDRAWL METHOD: ^iftcC^Vc Wj.-'Sp 



VOC (HCI); EDB (Na 7 S;Q 3 ): MTBE (HCI): 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PCB/Pest (Nona); Alk (None); CN (NaOH); NOVNOj (H^SO,); Metals (HNO a ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: \ v 40 ml; ^ 1 L Amber; 4 1 L Poly ^ 




SAMPLE ID NUMBER(s): fc£= V^-'^OOc \ UJ -3 t)\VA / UQ\30Dl 


. . .:. -1. j ,...'. 


" •; 


,DECON METHOD: Llquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: O cCOlJ ^lAC SfbTgfl 







SAMPLES DELIVERED TO: 
DATE: 



TT5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.85, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -{d 2 ) 2 ]h(0.3) 



OGDEN Z?*f 

Environmental & Energy Services " *J 

■ ■ ■ ■ ■ wmmmmammammm %<, Ta*Hi 



TIME 
\ US' 

/"A55 
Hoi" 

,3 ?x 


LITERS 
REMOVED 

)(,.o 


TEMP 

m/ 

i. *<■/• 


pH 

7,0/ 

? u 

f.?2 


TURBIDITY 

A/S" 
/?>? 


COND 

'?? 

m 

/IS" 

/of 


ORP 

?*>/ 

^/vy 

-f?| 

-/*a^ 

- 705. 
-"i/O 

-1/3. 
-i/S 
-2-(> 
-2/3 


DO 

f'ffQ 

/.hi 

o PC 


COMMENTS 


<t, 




%o.o 




Al 




*v 


*rf 


23 




3o 




32. 




3^ 






"MS 


"i£ 


19-5 




\? 




<fO 


i/- /ooJ/„„ „ iw*r 


+ " 1 


fs/ 


«/i 


1*1 


/pi 

/OX 


0--H- 




V<f 


Sf^Aj Cmt*f>'{l\tf 






















/-f/O £*:AeJ C.K p L. 








































OGDEN 



ii 



GROUND-WATER SAMPLING LOG 

yiRONMFNTAL & ENERGY SERVICES 



Pagel of_/ 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 4 AJot/ <?7 



WELL No.. PfLJ/ 1 / CLIMATIC CONDITIONS: Ov^cu^^O^f - T | ME: /3 3$ 



REMARKS: 



Vi^y $h^ Ou,<~-fi-*f[ 



Lt Bscc-l<- 



SAMPLER: 



C////C0 



WELL PURGING: 



STATIC WATER LEVEL /Q3?- ?<? 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJ4 



/o o 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

A? 55" 
/3/o 



UTERS 
REMOVED 
O 



O > 



Z_o_ 



/ > 



2-Q 



2-S 



/3/S 

/32Q 

A5 3£_ 

/33o 

/335~ y- o 



3 o 



1-s 



/3</c? 



f-3 



Sc^o/c © /2Si£. 



TEMP 

/J 3/ 


pH 

5*- 7 3 


// 93 


S-C<* 


#.o>- 


£.'</ 


/!// 


S'CZ 


//S6 


f.t> 


// 90 


&£</ 


//7s 


S~.L/ 


f/7X 


>~6 2 


// 70 


5762 


//** 


$".0/ 





TURBIDITY 

C-OO 


3-6° 


vyo 


Off 


3.GV 


2-3/ 


-3-Z0 


2- of 


/>f.r 


/ / a. 







COND. 

52 



ORP 

3. OS- 



DO 

/39S 



5"/ 


*£ * 


/Z9V 


5/ 


3*JT 


we 


32 


</Oj 


/y 2s 


32 


W9 


/</ o/ 


52 


U27 


/.I 72 


f* 


V35~ 


H>>* 


52 


*lf 


/</>ir 


r* 


VV/ 


/3C3 


Sjl 


^y«/ 


y/>39 





COMMENTS 

/oe>f7///y/ta 



/CO A7///T /fcv 

0TU/o2->'2 J r<PC 



SAMPLE WITHDRAWL METHOO: 



£ou h/ouj lo/*J(*<-ir 



pui^ifi 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDBJNajSjOs); MTBE (HCI); 



TOC (H2SQ4): SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /NQ 3 (H 2 SO„); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


ft 40 ml; 9_ 


1 L Amber 


1_ 1 L Poly 


SAMPLE ID NUMBER(s): 


lo/Vssa/ ljmssl 
















DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 
















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


Oc Cot*. 


GAc 


Sysrci^i 



SAMPLES DELIVERED TO: 
DATE: 



TTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of J_ 



lm 



RQNMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 



WELL No.: flW~/>*$ 
REMARKS: 



CLIMATIC CONDITIONS: fi^ 1 / O^^/^f ^lME: 

f ' SAMPLER: 



£ Oct ?7 

/93Q 



WELL PURGING: 



STATIC WATER LEVEL /O 7 >■ ?■ 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



toA 



3?° 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

HJS_ 

6£°£ 

(£20 

i>?5 



UTERS 
REMOVED 

o 



T)f*iA)cit 



OOJi^y, 



TEMP 

70 d 7 



PH 



/■77 


3-5Q 


y?s 


C oo 


-7- 7i~ 


9 SO 


/o 2S~ 




\ @ /S?$~ 







/Q-73 S'-frQ 
/<?• fc J S 7* 
/OS'S- £-.?? 

/O >2 S--7f 

'M7 

/o. </r 



s~fo 



TURBIDITY 


y-sv 


vw 


3-37 


$-(,2 


3 06 


3-30 


20 £ 




/S~VS~ 







CONO. 

SO 


ORP 

~/90. 7 


oo 
// 97 


S 1 


~'f&-> 


/<)■&$ 


SO 


-W-7 


// ' /P 


SO 


-1*70 


//■oy 


S~o 


/Of 3 


5TO 


7f3-7 


/9>&3 


SO 


Z9/.3 


/0.7S 


SO 


/?0.J 


/o 7S 









COMMENTS 





o 



o 



o 



SAMPLE WITHDRAWL METHOD: 



/ocJ £/e<+> i/tJjt.4^ 



pui^t/? 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na ; S;0 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None); PCB/Pest (None): Alk (None); CN (NaOH); NO^NO, (H 2 SQ 4 ): Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: // 40 ml: 9_ 1 L Amben !L 1 L Poly 



SAMPLE ID NUMBER(S): 



U)j£S*A . U/^ss^ 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



/)<! CQc t &*C ^KsAf 



SAMPLES DELIVERED TO: 
DATE: 



zrr-5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65. 6"= 1.47, 8" = 2.6. 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of ^ 



IM 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 9 OCT 9 7 



' WELL No.: MU- /fD CLIMATIC CONDITIONS: O^co^Coo / TIME: QJJ£j/£_ 

REMARKS: &M*teJ T^S/^SJ) SAMPLER: C tf/R P/ J / / 



WELL PURGING: 



STATIC WATER LEVEL: /O 7 / 8 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



nl 



3S0 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

6 93S 
6? l /Q 



LITERS 
REMOVED 

o 



TEMP 

70- M 






7 7S /* 71 -7 // 



TUR8IDITY 

22i f 



3-5- 



S-3S 



QMS' 2_ 

of f* 



Qjrs 

7ooo 



%-7S 



70<*~/ 



/Q- 7/ 
/o 7/ 
/O if 

/0- Cj 



7 2S 
7-XT 

7*7 
7VJT 

7- VJ 

/<^'7 7- SO 



/° os ~ ML 

/a 7* 



/o/S 



/7 jr 



7£JjV 

70- 6 'sr 



7-57 

7 37 



2j ■ O 


173-2 


33 ? 


Qo-7 


/# 6 


76 8 


/r-y 


tt 9 


73 3 


/3 2 





CONO. 


ORP 

33C / 


DO 

77 oi 


</f 


273-3 


72*77. 


//? 


2/?>7 


/2-3/ 


t't 


<7f>? 


//-&/ 


77$ 


/>»■% 


//■3J 


//f 


7*76, $ 


/d.7b 


/'? 


773 S" 


/d 2S 


/'~7 


/37S 


/0O& 


//7 


ao.f 


9 y# 


776 


/27 5~ 


?'/ 


//<* 


7/7% 


#*y 







JooJ*>- 



mMMBMTS . 



O 



o 



o 



o 



o 



SAMPLE WITHDRAWL METHOD: 



7. ' ouj -I'^u b/&g«*<*2. p^^-P 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S t Q 3 ): MTBE (HCI); 



TOC (H2SQ4), SVOC (None); EXP (None), Herb (None); PCB/Pest (None), Alk (None): CN (NaOH). NO : /NQ 3 (H ; S0 4 ): Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: t 40 ml: _ 1 L Amber; _ 1 L Poly 



SAMPLE ID NUMBER(S): 



UJ /££>£> A (<*-*p/t.) . cj7^Qb c (fc/A~tJ s*-f/ t ) 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



£>eco*. GnC_ S/sf'c- 



t«-^\ 



SAMPLES DELIVERED TO: 
DATE: 



77T5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGD 

■ ■ ■ 


EN 

Environmental & Energy Services 










Page _2 f _£ 

/Vu/sb 
9 oc-r?7 













TIME 
7070 

/07<P 

7QJ>? 
70 <JQ 
/MS~ 
/oso 

/OSS 

//oo 

7/oS 

///s 

// 7 
//SO 

7/7° 

7/ J O 

/POS 

/P/c 

/P/J> 

7P30 

/PPS 
7730 


liters 

REMOVED 

//. jjt 

pj 

77-7S 

MSO 

OS 

27 IS 
39 So 
3h2S 
,?3 
34- 7JT 
16 So 
3% ■ PS 
£77- 7S 
9S 7j7 
1t.?jT 
S0-3> 
SP-PJT 
S3- 00 
Sy- 7S~ 


TEMP 

/o 6d 
/o d r 

/0.6X 

/0 c? 

/6 70 

70 b<* 

70.69 

/0.6r 
/Q60 

70 7/ 
/07j 
/OS 7 
70-77 
70 7 P 
70 C7 
70.09 

A 7 77 
70- 7? 

7 07 7 
/<? 97 

/* 77 
70, 7f 


pH 

7-s/ 

7-S7 
7SP 
7S/ 

7?/ 
7 SO 

7tf 

7¥i 

-7-97 
-7V7 
7 9b 
7iS 
7 9S 
799 

7?? 

7 93 
7 93 

7 9/ 
7> 9/ 
77/ 
79/ 


TURBIDITY 

/P-09 

/p. 2 

/M 

/p. 2 

//-/ 
7/S~ 

707 
/o.s~ 
/o 7 

773 

/po 

/o 

70./ 
70 7 
70-9 
1-7 
%*# 
1-7S- 
?'7ir 

f.P/ 


COND. 

7/0 
7/S 
7/7 
7/9 
/// 
7/3 
7/7 
//P 

/// 
/// 
//O 
/id 
f/0 
/cf 
/Of 

/0<j 
70% 

/Of 

707 
707 

/op 
/o 7 


ORP 
707 7 

ys.p 

72 8 
6 0.9 
9P' 2 
30-7 
OK. 9 
P/Z 
70.0 

3-9 

SJ 

- 7 7 


DO 

$.07 

*7*cs- 

773 
6 7/ 
6 09 
6-3° 
S^~ 

S.iS 
^37 

S-P3 
S* Go 

9%/ 


br&.\jJ.CuJ*y. 




O 




O 




O 




O 









O 




d 















O 









D 




-7P7 
~</P-9 
~ 9/ f 
-S3- S- 
-7/0 
-£9 
-70 PI 
-7S--3 
-7-S-.0 


9-97 
4 37 

9 /? 
9-OjT 

3iX 

3SS 
3- S3 
3-9 7 
3-*0 







O 














c 











d 


4 


jSSS° 
S7 PJT 













Co /er t 


>j e /?9<r 


































•W^c 00 


=-^/ 


/*t 






























































































j 


























• 

















































GROUND-WATER SAMPLING LOG 



Page 1 of g 



f?a 



zNVIRONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 
WELL No.: I^, iC ( 
REMARKS: 



3-31 00-01 03 



LOCATION: 



MMR 



DATE: QJ^lii 3 > 



CLIMATIC CONDITIONS: <-(* . .■ 



'■ "^^ ,. 



TIME: / C> 



C.a 



SAMPLER: (W //VA 



WELL PURGING: 



STATIC WATER LEVEL: \ Z \ , r \ y 



ft /^C WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



/uA 



1 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

JM±L 

row 
•o;v.: 



— j^. 






LITERS 
REMOVED 



JtK/r 



,tt y 



~lf<- 



1 


. ^ 


£_ 


:h 


/ 


v 


'-i t 


'^j 


:' . -■ 


c, 


^y 


/' 


,- 


/ 


'1 . ._'• 


/'.' '"' 


v - '■• 



TEMP 



\ ■ o 



■j=±L 



i . ' 



** 



'■ <y-\ 



/// / 



o 


pH 

% 


~JL 


<L- "' 


"> 


*f\ 


7 


'>> 


' . '^~' 




< 4 f 






-; 


A-S 


} . ;• 


■y 


f-/ 


!■ . 




■t 


i; 



TURBIDITY 



ASLL 



4 + S 



V if , 



liLi 



r 



/ .• r 



/A/, o 



COND. 

7 > IK 


-J 


r^i 


j± 


/' JIJ 


■^ 


7^ 


4. 


' / 


-y, 


'• "/ 


? 


" - 


-*< 


■i - 




i 


b / 


c ;• ( 


i /' ■ . 



ORP DO COMMENTS 



- / / / 


- ] H 4 


—fUC7 


' *3 s" 


- fT /• - 


. O ^ 


~ •?.< c 


,. '. '. 


- i.-L t 


- x "~f - . 


- ~'i'-> 



i . rV 


1 . <■ C 


5 


a ■■ 


> 


;v-' 


-' , '- u - 


•a 


• < ^ 


z 


K--- 


l. ■';- 


.) ' - '" 


\>JC* 


-■ 


t\ v 



r.\J • ? /■.. I;'/?* 



■?.*i- r- J? --W h7t>\ /7 / 



fr£ 



7^7=" 



'.tj - 



c:' 



nT ;. •-•, ?. 7.. r 



SAMPLE WITHDRAWL METHOD: 



(? L .¥)£&«. S^cO A<-./') 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S 2 Q 3 ); MTBE (HCI); 



TOC (H2SQ4), SVOC (None). EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO^/NOa (H;S0 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40 ml; J_ 1 L Amber; Y 1 L Poly 



SAMPLE ID NUMBER(s): i.O I >■; : r J# /(-'J i(- j " c 



DECON METHOD: Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



' , tl ■ '-LI 



t.€fi 



SAMPLES DELIVERED TO: 
DATE: 



•rrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



*\&i»» '4^ '»<^ t^ * « 



Environmental & Enfrgy Services 



Page^_of_^ 
1 7 >J<>j <? 3- 



TIME 

1 7. I j: 
\ \£j o 

i z, -~ o 

f i ■o 

/J VD 



>0 



1 4- / o 



LITERS 
REMOVED 



/ 



J_L: 



/>.^-> 



!_S 



- 7 7\ 



TEMP 

ta.1'7 

i c l:f 



lOjlZ. 



£0, j < _ 



pH 

1 ' ' , ? 



■^ -S" 



6<Vfr 



COND 



TURBIDITY 

i.e. ^- 



a^i 



<*<? £1 3>fr 



^x 



Lki 



7fl , £ 



2L r 



zs>; 



•Rf» 

- a 3 

x4. 2 






j < 



V-jo 



s ■ -' i 



.7 <.'-;;• 



J J 7 



2:^ o 'S $ J 



C»MMENTS 



:; r ..j 



.■~:\c 



^ — ( 



id ^ /Van" *~'/t/.»sy, /uU 6 V>l 



5to ^-tr.^ t\o - 4 m^ | U. 






r^c^-^-q 



.a 






Hkcixad .4^ |p»,wy4 ru-j | f , f ^ K,K - U -' ^ l \ 



GROUND-WATER SAMPLING LOG 



Page 1 of_§ 



■ ■ ■ 



Environmental & Energy Services 



w? 



PROJECT NUMBER: _ 
WELL No.: '\. : v . U L> 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: j^/jjjj^ 



CLIMATIC CONDITIONS: C lct-y ; 3<< 3 '~ I TIME: P3-2Q 
|^1^ SAMPLER: M/ fi6 



WELL PURGING: 



STATIC WATER LEVEL: 



*JA 



LENGTH OF SATURATED ZONE: 



WELL DEPTH: 



w *CT£ yL UriJZL M<fTc(l X^ C?(fJ< A"\ j j/£ 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



/u/t 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



icrp 



ml/min. 



WELL PURGE DATA: 



TIME 

o I ^ 

02^0. 
OSr/O 

gyro 

O/lic 



LITERS 
REMOVED 

-e- 



/. c 



2.o 



^/.D 



".O 



>.o 



y.c? 



/o. o 



//.o 



TEMP 


pH 


"*.4I 


> S3 


^ z-l 


r 1 so 


?.L,1 


^4*. 


* £3 


*-43 


S z-X" 


T.45 


*4* 


•>.<7o 


s ^ 


*S .4* 


<» .m 


<> r -f* 


vn 


1 4> 


fc.if 


^44. 


v °^ 


*i ,1-Cp 


r«6^ 


9 4? 



CONO. 

3^- 



ORP 



DO 



i A- 



- it 



TURBIDITY 



COMMENTS 



153: SL12» 



iSjJUJH — 



Z4232 sz./ -y r ) 



2Z03L 



/OA 



3.Q -yii 



aJ/4. 



^ZA. 



/J/\ 



3o3 

y?z 



~3^ 

- 55fe 






SL 



Y* g»J2iHi 



Art 



£*> -40d. J^Q 



1,0^ jOO -^PAv^ 



«0rt 



>04 



_£i<£ 



4-k3 /. '3 



2E 



-2LU- -4H /. Z-l /Oi).vJ/. 



t-T-tf 



A«*-N 



£j£ L±i 



fcJbS -<^ Lfg 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na : S 2 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None); Herb (None): PCB/Pest (None); Alk (None); CN (NaOH); NO : /N0 3 (H 2 S0 4 ): Metals (HNO a ) 




NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: _lf_ 40 ml; .1 1 L Amber *L 1 L Poly 


SAMPLE ID NUMBER(s): l>} ((, £)0A * O I LfftOL- 


' 


DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 






PURGE WATER DISPOSED OF IN DRUM NUMBER: UCCOy\ QlfC oy<,{ct~^ 

3 



SAMPLES DELIVERED TO: 
DATE: 



ITS 



TRANSPORTER: 
TIME: 



CA SING CAP A CITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



1 fa 



Mi 



Page «£ of J^ 



* 1 



TIME 
/O oo 



LITERS 
REMOVED 



13. 



4 



pH 



TURBIDITY 



JJi. 



-Lu- 



TEMP 



i>4 34< 



1 .45 354 



Cii3 



JLi. 



C LS_ 



<i 



4T i4Q 



Jo3. 



/oSTo 

il i o 



-L^ 



2 L-&5 A3 



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;o.3Q 






JLi 



4-2.1 



3jC 



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ILL 



LLSJLZ 

l 7 jO 

; 7. • -j 
j Z3w> 

Lli a 



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to. 0(p 



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SY ^" 



L? /r £ 






^■XQ I4-T- 



lM.^ 



l?,^ 



/o .23 
JO '2.^ 



^■U iSo 






\3G 



1± 



^o S 



'", v^ 'l.t? | XI 



3ii^£ 



70.^ 



io. lt- ^,iy 



2JL 



/o z< ^ALp f7£> 






/o.o\ 



<T.l? 



j4£ 



Sri a ^z ii H tO Lie Q 6 /4/c>Q 

>0 



5.10 _12£ 



IMjgiu-tX^. pU :' 



6iO(^ohV; 



a 



J& 



jlX 



z. 



\wAo y-m/t. Ka . U^ cAiA. A _ r//y 



COND. 


ORP 


DO 


A*3 


-4Ze 


u-7 


2o^ 


-41/ 


/^6? 


7.11 


-«3? 


/,4°7 


a*n 


-4» 


hl3 


0l7Z. 


-440 


US' 


«2cc? 


-40Z. 


f.VI- 


^02- 


~n?j 


I.U.H 


^s 


-'ii^i 


i<W 


Z^ 


-s?v 


7,0^ 


21-/ 


-3o<£ 


l-k\ 


2-0*7 


-£( Q> 


1^4 

4.oi 


2oS 


-zwo 


ao3 


-22.S 


4 Ho 


wo 


- £/3 


4M(n 


WT- 


-i/^ 


4.STI 


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4.*i<r 


la^ 


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5.2-/ 


^x 


-/^0 


SWJ 


l<HO 


rlVi 


^7^- 


i°n- 


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^.^ 


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-IU3 


6.U 


1*3 


- i4< 


t.Su 


tXo 


-141 


O.^p 


<Y^> 


- '1^. 


6,^1* 


'** 


'Z2-3 


70^ 


/*/ 


-/?o 


?.oa- 


ITS" 


-tz/ 


7.<f--) 











































COMMENTS 



)KX) lUft/ /^»M^ 



3Qc>rJ^/ t v^^ 



(77~u) j ^ e. r<> Toe 



Co , 



iVTiq l2j .^p"rj^ 



klzf 



Tr^c 



• 



OGDEN 






Sm. > ; 




PROJECT NUMBER: __ 
WELL No.: M uO J 1 ^ 



3-3100-0103 



LOCATION: 



MMR 



DATE: IdtJpJ^I 



CLIMATIC CONDITIONS: tie * X O 5°F TIME: g£2X > 



REMARKS: {U^ c^ LujJ ^Ais ^kfc /k *"^ * SAMPLER: &t /TH 



WELL PURGING: 



STATIC WATER LEVEL: I Z, g , L L - 



ft. /<>^ WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



ft'Oti^i /*'■*» 



ml/min. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



o r <:;.- 


Cft4o 


US^K 


Ci" ~> 


:M.7< 


C<?t;0 


o *■?*.•■» 


n*iiij 


o'->. < 


O*--.* 


,-; r rzT 






. *s 


^ 


c? 


;. S 


i 


U 


? . 


J 






s . 


S" 


*>, 


<D 


t/ 


■j 


*"" 


r^ 


^ 





TEMP 

>o.rt 

t J. <u 
10 s^> 



<-).-<-3- 



PH 



TURBIDITY 



CONO. 



c 


/?T 


'v. 


i< 


b. 


/ .7 


(r- 


zv 


(■■ 


3* 


U 


. - n 'i 


u. 


■V> 


ii 


4-/ 


« 


V j 


Ii 


,44, 


u 


•*c 



/__ 


.(,3 


Z 


,//J5 


2 


^•i- 


"7 


. i U 


1 


'•) L« 


? • 


, ? .v 


_5 


V; 


i 


+/ 


v. 


*r~J 


3- 


SD 


3 


"w 



SLL. 



101 



lO /.. 



to 4 



/PC? 



ORP 

4o/ 



3*L 

20 'v 



DO COMMENTS 



.Li. 



/J 8 * 









'11 a 

•7 V 



JPTk) 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S ; Q 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None): PCB/Pest (None); Alk (None). CN (NaOH); NO : /NQ 3 (H : SQ 4 ): Metals (HNO-,) 



NUMBER AND TYPE OF S 


5AMPLE CONTAINER(s) USED: 




^O-40ml; ij 


1 L Amber ? 


1 L Poly 


















SAMPLE ID NUMBER(S): 


W/^KSS?? &qtj, 


f Q> 


4A' 


'€ ■ to ? i-s: 


i A 1 to i !■"}'•: L_ 


^ i i 5 


uA/ 


Vil^f-yi- 








j 










DECON METHOD: 


Liquidnox wash; Dl rinse; 


Methonal R 


inse; Dl rinse 




























PURGE WATER DISPOSED OF IN DRUM NUMBER: 






l>dCO^ 


Gl\c 


SySh 


ict^n 


7 



SAMPLES DELIVERED TO: M-7~5 

DATE: 



TRANSPORTER: 
TIME. 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



- 



NVIRONf&NTAL & ENERGY SERVICES 



Page^Xof^L, 



TIME 


LITERS 
REMOVED TEMP 


PH 

k .4*- 


TURBIDITY 

3 40 


COND. 

HI 

. 1 \ 


ORP 
- foO *» 


DO 


COMMENTS 


£■ - S" /O.Lj is 


-4 .'IV 






-l . r> i o, t><- 


(1 1 


'7 .*>. 




>. *5 /0 (.T 


H \ 


* 01 




'< .0 /o 4C> 


H 7 


5? C>*< 




C'l s < 


* - H t51 


5 0* 

J. i\ 

.?, /.S 


U 7_ 


- -fi: >r ; 


?! nz._ 




; o d O 


^ <D ki<«V0 


L<rV 




- k*i *l 


S OL 




loi- 


1 ^ .O-^L 




^3.3 


£ 3i 




70 C3 O r ^ 


-/•>/. 5 


^ ,>J 




/ J ST" 1 6 • *1 " 


M 3 


- /cxr.o 


ycV 


















r>-.-^v 


s. ••-. '. ' '■?■<; £ /o?x: 




























&-/»** 1 


„>-/_ tV ' ^ u .j - >^ .' < 


w*- 
























r-.!.,, 


, ,,_ y t c p h -• 














a 
x 


























T~t~> "— - i_H ■ jO-.i ) « 


"5 














M te T A i-''- I . M ** l ' '-' ^ - 



iQ 




















































CsO^ 


^> fK** 




















































1 





















OGDEN 



GROUND-WATER SAMPLING LOG 



..... . ,,Page1pf_{_ 



m 



RONMENTAL & ENERGY SERVICES 



3-3100-0103 



LOCATION: 



MMR 



DATE 



PROJECT NUMBER: 

WELL No.: H^^llh CLIMATIC CONDITIONS: Su **/fiemf>-W T TIME 
REMARKS: SAMPLER 



<j 



-2%-S* 



/7oo 



WELL PURGING: 



LENGTH OF SATURATED ZONE: 



STATIC WATER LEVEL: /23- S 6 



WELL DEPTH: 



A"7 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AS/) 



la* 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 



9zz 
HZ 

11 



LITERS 
REMOVED 

o 



UL 



I 



JHZ. 






pH 

3**77 



TURBIDITY COND. ORP DO COMMENTS „ _ 

li.S2 O'" 7 ~Z**- S - tf.fo Sh>~h f--?f-f<? 
6 .30 o"° ~5STV.Q Q.jt 7 » H_ 



£.37 g-H3 -2f7»r Q.9y 



SAMPLE WITHDRAWL METHOD: 



^u> l/«u bUJ4*~ i>+~p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na 2 S;Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None), Herb (None); PCB/Pest (None): Alk (None); CN (NaOH): NO;/NQ 3 (H^OJ; Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 40 ml: » 1 L Amber _ 1 L Poly 



SAMPLE ID NUMBER(s): S \~>*lcr L*/ P // H ft b*y//gWc- & P H & A 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



3rr3 



TRANSPORTER: 
TIME: 



FiJ^x 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47. 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Pagei of^l 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE: toftofn- 
WELLNO.Kto-^S CLIMATIC CONDITIONS: ds*d*( , USl£ TIME: e^oo 

REMARKS: SAMPLER:T^old_ 



WELL PURGING: 



STATIC WATER LEVEL: HZ.^< 



ft. 



WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: 



linear ft. volume of water to be evacuated: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES - NA ga | S . 

REMOVAL METHOD: Low Flow Bladder PUMPING RATE: 



NA 



gals. 



ml/min. 



WELL PURGE DATA: 



TJMC temp 

DATEfC^o (O 



PH 



TURB. 
(NTU) 



cond. 
(us/cm) 



ORP 

(mV) 



DO 

(pprn) 



flow 

rate 

(ml/min) 



^3^ em 

^^T / ^- < ?/ ^-cn- 

~v^ Iz-^c^ £--?o 

-ts-^o iz.^1 T-1r ^ 

"y5g 12.^1 5. ^1- 

<=tc*c=> \-j rr% -^^ 2 






JUL 






1LZ £5Cl 



£3S /^-^ 



P.^ ^6- 



A^o ^3L 









draw 

down 

(ft) 

j2* 






COMMENTS 






c=> 



I. Ho i^c=> -itS.2 LJH (&2. 



Q 



LJSL 



tfi ^gj 



IS t£=±L 



-9Z.L> ^tt 1&2. 



CP 



£2- 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S 2 s ); MTBE (HCI); TOC (H 2 SQ«); 
SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CIM (NaOH); NOj/N0 3 (H 2 S0 4 ); Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) 



USED- // 40 ml; S* 1L amber; H 1L poly 



SAMPLE ID NUMBER(S): LJ l*7)^SSA (ol^SL 



DECON METHOD: See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



£x> = MpfH 



casing CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page^_of^ 



PROJECT NUMBER: 313000103 



LOCATION: Camp Edwards. MA WELL: MbO-f^*^ 



"TfMfc TEMP 

DATEfoOo (O 

^10 t ain 
<=\iz> lo.qn 



PH 



TURB. 
(NTU) 

133^ 



COND. 

(us/cm) 
\L2 



ORP 

(mv) 



DO 
(ppm) 



1125 3^^. 
Hex? ^.ro 



flow 

rate 

(ml/mln) 

_L5r^_ 



draw 

down 

(ft) 



_£2_ 



COMMENTS 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of^. 






m 



RONMENTAL & ENERGY SERVICES 



, : • •'.•••■.«''■-'■ 



PROJECT NUMBER: 3-3100-0103 LOCATION: MMR 

WELL No.: MlJlftf/ 
REMARKS: 



DATE J I fyJl¥ 



CLIMATIC CONDITIONS: cA;^, vJ'^dy TIME 



SAMPLER 



l^<y£f* '"' 



l/i/SOl/M 



WELL PURGING: 



STATIC WATER LEVEL VX <K</ 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



PA- 



zoo 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 
> "s / Li 

L5£t2 
i S££2 

( U ' J 
iJLk-LS 



UTERS 
REMOVED 



TEMP 

9.0*7 



J 


o 


"/. 


c 


<s. 


n 


*\ 


o 


/t? 


o 


/*. 


o 


i 2 


^ 


/ s 


. o 


\ 1 


T 


1* 


.0 


<$, 


a 



r j'<u 


r i. M 


*. 3-v 


¥•* 



pH 



TURBIOITY 



Zx- 63J> 



LJJ 3>iJ> 



£■' a iy/J 



<*•'(«> 



i^£ 



g.<--Q fr.17 



ft-SP 



<>.4r 



1:'; i.^y 



i^LL 



v. ycJ 



d. 



^X 



*S1» J±±L 



guSk 



j^S, 






& .53 
6,zy 



43 



u. w 



J- 7^ 



i 2, T-O 



COND. 

4s 
its 


ORP 

^3o 


Ml 




'0? 

J ON 




I ON 


2*K 


tSSL 


»5? 



<?c. 



DO 

*L23 



COMMENTS . v 

)JH„. PTOQHz- ill tcc 



ilmidAU 



Cz.zo 



j^LlL,*. 



jjj^di^aa 



LLfik e^'> 



'co- 



Z3/ 









icc_ 



f 



^SAMPLE WITHDRAW!. METHOD: 8/W^ £ ^^ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na ? S ? Q 3 ): MTBE (HCI);' 

TOC (H2SQ4); SVOC (None); EXP (None); Herb (None). PCB/Peat (None); Alk (None); CN (NaOH); NO^/NO, (H 3 SO,): Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



j 1 n 40 ml: 7 1 L Amber ^£ 1 L Poly 



*-«>%/*-vA'.-ti .. ; 



r-v-.- ..*A~. : ; 



.... _.,. ■■<-■?:■ ^ 


SAMPLE ID NUMBER(s): E£=U}fSrM/£ ', SfV^Pif - VOr£Kl/,A] lO^'MiL 


:■ -W . . ..[[ 


-**:-_' 


, DECON METHOD: Llquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 


■ ■* .-< • -v-»'"' 


".-..;. v _ ■ 


' PURGE WATER DISPOSED OF IN DRUM NUMBER: ^>-E.COrJ 4A^~ Sm ST£ f\ 


■ • ■ „'. ; i 


SAMPLES DELIVERED TO: "XT^ TRANSPORTER: 


.DATE: TIME: 


S .'-.* . - 




CASING CAPACITY (gallonsrtlnear foot) 

2" = 0.16, 4" = 0.65. 6"= 1.47, 8" = 2.6. 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 


._ 



. * . 



* 1 - 



OGDEN 

*■> &*& ■ ■ Environmental <5 Energy Services 



••\'r':<,i§''ej& : *v.- 



Page ^_ of ^ 
WAiOIK Ml 



^ ' TIME * REMOVED TEMP pH TURBIDITY CONO ORP DO COMMENTS 

oi-io rc,o csx (jdR LkjJL f °i 2lH 2MZ 

-owo ih£ i>sv o./o t3<z 9^ ass i^.s-y- 

T-Sd )X>Q S-XO I .IQ ' — JoO 20?~ l°> tile iZam -*■»» Lt^_kscfc 

0x10 . qo.q Cukk kx±£ LZl 3fr an /2. r fG? d 

()^4c? Ag.o 6,4^ 6./o ojo ±3: 231 VhOk 'Qo*Jli^orOHa .% 

pygj a3,o o.s-y <v,o^ 313Sr JL1_ ^ ;?,2? 

0*65 33,S~ 4,6? 6^ </.3t JO 3<W M>J7 

o^oo a4,0 till. °'°y 1><*X~ 9b 3i)S lU.OC 

Q905 24. T U>}2 6.QI 2J& %U _M2 Uu2k 

Q9/Q a5,o 6 .V) Col 3,4V °t(o 30JT lit, 14- 






GROUND-WATER SAMPLING LOG 



Pagel of/_ 



— ' • - EvwRovMgwM^^wegGySgwjces 






• '■ . ' r ^ -t, .. .... _J;, i if; 


''% 


(PROJECT NUMBER: 3-3100-0103 LOCATION: MMR DATE: 


aiTA^ir -.& 


r 

- 


WELL No.: M i~ t V M Z- CLIMATIC CONDITIONS: C: tfc c, cf , ... - ! - TIME: 
REMARKS: SAMPLER: 


■"*- * v - v ''~*'*'fi?-*i,£i 


0V7/77) ■ ; #1 




WELL PURGING: STATIC WATER LEVEL 42,^,5" t WELL DEPTH: 


; -n.?* 


LENGTH OF SATURATED ZONE: 


• ."• ;: =: • ■-./,. 


VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = f^ ^ 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 


gals. ■ .. ; 
ml/min. 


WELL PURGE DATA: | 


COMMENTS - 


LITERS 
TIME REMOVED TEMP pH TURBIDITY COND. ORP DO 


fZio I.O t.Vi 0/ZO 3S.C 6f if 3 tt/3 




-72.? V.O ?.*/> <Mfr /7,f 6/ f\Zf (,J3 


,220 tf.O S>t* d.ito tOAl 0? I2C 5.4* 


.2^0 Jr.O J.dC? C,/* 6, ZSZ 6 7 'ZS~ f.To 




;2S0 /do SUtf C,J2. 9.6/. 6? >23 3,^5 
/ZSS lo.s S'-OV ( >3 <£,/6» 6? ;2Z 3,3* 
i5iJo M,o 7/W 6,/z i. W r,* hi 3.0 f 


/3/o /<?,0 8-OC, 6,>»2- 3.3Z- ^ US 3.X9- 


..>.,-* ; .v- r .- x. 


■. — •—-••.•••' •; 


>3/'S"- SFVvrf c^, 


•—-:•—' v 


-Ccc^^/rlcT^'C- DO- /O »^<;/L To£6 P/livZ. M&rAl t, - 3 . S>/ 


ajtJ ,....— *r 


. SAMPLE WITHDRAWL METHOD: SOAra&K.'. PfcWp 




.' LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S,0 3 ); MTBE (HCI);' * '' •< 
TOC (H2S04); SVOC (None); EXP (None), Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NOj/NOj (H 3 SO,); Metals (HNO a ) 


' NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: J]^ 40 ml; _^ 1 L Amber; 4 1 L Pol 


/ ,J -'~: ;.'. 




SAMPLE ID NUMBER(s): ££ - ^\ M L tf ' *3 «V<. fi £ - W i & M j,. 7 ! . ki / \ Y'\ Z- L 


-■w-f 




. ..:..,,:;:• 


.DECON METHOD: Liquidnox wash; Dl rinse; Melhonal Rinse; Dl rinse 


.... — ■. ,. . |j 


• t ::■'■' 


PURGE WATER DISPOSED OF IN DRUM NUMBER: UctoJ CnAC %*iTfFf^ 


■ ,'"'.- 


SAMPLES DELIVERED TO: 1~T1.> TRANSPORTER: 


-• . . • •. .•"■' 


DATE: TIME: 


-.. ■ ' . .-. "■: 




CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.85. 6" = 1.47. 8" = 2.6. 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 "h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 


. .. . ....•-- '. • " 



OGDEN 



GROUND-WATER SAMPLING LOG 






*1l<i3L 



PROJECT NUMBER: 3^3 (pc?o/c?2> LOCATION: MMg,. 



D ATE: ?OOrjT c )=h 



W ^LL NO. VfJltiQ CLIMATIC CONDITIONS: 6r**c»*h slu-l4 bm yiMF: Qg£Q 

REMARKS: r^b *>//*£ sfU ! SAMPLER: M&fo+lk P 



WELL PURGING: 



STATIC WATER 



LEVEL 43,02^ 



ft 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 



gals. 



VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = „ 
REMOVAL METHOD: &AOA&C SLfljD c bcv$ PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



GALLON 
REMOVED 



o^9<? 

PftT? ST DO 



TEMP o 



pH 



<V1 5/i'*r 

COND. 



TURBIDITY 



L, z-b s~z. ,3S i.Sz- 0. //.r 4q; 



3 ,SD 



ote 

OTZ/Lwrt 



Do 

I.Ob 



0*1 ^<? 



Of/jti 









o^ >* c> 



o^sr 



is t? 



>J 



/to. 26 



jo_3^_c 



7.^0 n.t<<< 4<rz 



021 



?*<** 4 4-cJ 



COMMENTS- 



2^3 d.l'p 46 



•^ l/lf fl, //L/ 4o^/ 






EL^g 



■> fa 



I 



3^^> 



&& / 



•*S33 ^SK 



>. *j 0.//O S/^~ 



7.65 



'2-U-t^ 



j^2J fl.S> 



>t>. (jS - 1^ *??. J 



jlLJL2_ 



1ST 



?vfr 3 <?, 6, 5 



-Sgaj- <•>< (p~4 



1^3 6 ?6? 



">.L- 



no.c- 



/TV 






e.Sd 



SAMPLE WITHDRAWL METHOD: %L-Aor>£/(L Sc^tO £(jqO 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 1/OC^ ~UtH L?)\ gpfl - >U ,S,Q? fe ) \ Mn&-^Cf ( QJ 



SAMPLE ID NUMBER(s): V^>f(bDA - 13/3 liL-A *_ 



DECON METHOD: NjU^Q* \?0gg>H ' bl g,MQSg ", *^£±Hj£d2^S£. '■ lM >OaK£ 

. < / * ' *^ > — ^ ^^ 

PURGE WATER DISPOSED OF IN DRUM NUMBER: zlllH ^ " ^ z£t—^ 

TTS 

SAMPLES DELIVERED TO: J-t-* TRANSPORTER: 



DATE: 



TIME: 



; 



CASING CAPACITY (gallonsAinear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47. 8" = 2.6, 10" = 4.08, 12" =5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 






WfcM8l 



PROJECT NUMBER: 3/3000/03 LOCATION: (UM(L 
WELL NO. MP] fyp 



CLIMATIC CONDITIONS: Ol'iW. bfl££^ 



DATE: /OOaJrl 
TIME: AfrZO 



ki) ^ 



REMARKS: 'P*omP S^K^s -/WaKW^ XO^u fn^U y SAMPLER: ^JAL 



WELL PURGING: 



STATIC WATER LEVEL *H gg. 



ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

_ A/4- 



.gals. 



VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: &Lj\M)iLiL SiCtJ f'V/O PUMPING RATE: 



. gals. 



£f£p 



ml/min. 



WELL PURGE DATA: 



■Q «-rr-*~ 

iO'L-O 

jM2 



GAfcfcGNS L- 
REMOVED TEMP 



TURBIDITY 



^■SP 3/-. IS" 



^ »>0 ?7 | ±b 



1 1 ho 

I zoo 



/O, ? Cg 



Jil 



pH 

2Jg3 4/, c-o / 3^ 



COND. 

3^£ 



/sy 



g&dg '5J 



lf£g J/J/ 7^4 



?..»j ^/.^ /.?•»» 



— /o/% 7.^^ 



2a a? 



'27.1? 



o/lp 

wtTCTTH 

zJ£A 



be 



hif 



MX 



±^ 



*7~ 






g 



■•-v- 



A. 



fij? 



/.vL, 



&. 



tSl- 



up. 



IZJLL -zKY LU_ 



© 



& 



SAMPLE WITHDRAWL METHOD: fJi'fl^Tl Qu£fi Pjj£^hJ^ VJlE. ~0 Hit, hi /[Jf^P^J 
LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: fJO K^PlJct do/f^CTdO 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 
DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: 



TRANSPORTER: 



DATE: 



TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16. 4" = 0.65. 6"= 1.47. 8" = 2.6. 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



■NVIRONMENTAL & ENERGY SERVICES 



Page 1 ofj^ 



PROJECT NUMBER: 3-3100-0103 LOCATION: MMR 

WELL No.: KftO.'Sb CLIMATIC CONDITIONS: th 

REMARKS: Sfrlit f^ U ieii T££* SAMPLER: Q±jJ_£Q_ 



^y j HO c 'i' 



DATE: ,2a OCT 3 ? 
TIME: d + <ZD 



WELL PURGING: 



STATIC WATER LEVEL: 43 ■ j I 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES 



/oi\ 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TIME 
MO IT 

ems 



LITERS 
REMOVED 

-J 



_i- 



1 



u 



3l. 



i S* 



vl 



AIL 



2dL 



TEMP 


PH 


fc*0 


>./o 


8,»l 


-7.7.1. 


8.£>3, 


"7 7^> 


*«* 


7.M-1 


c i-br> 


7 -S-O 


l."%e» 


l.S^ 


<=t-M< 


n-^< 


*J. 5"> 


-T^2g 


<^.--5<} 


1 -<1 


*-i<a 


T.Col 


<\.i^r\ 


-l.u-z. 


<? #>•* 


I.^ 



TURBIDITY 



Us-'' 



COND. 
Ill.D 



ORP 



vn 



DO 



COMMENTS 



! r A ■ o- -~2Z.fe-.I 



X 



"^ a d2tLl^±J i -VrT 



L>tS 






>.c-7 Z- .iy~f 



JL^f 



Z-^< 



y Qo . O -2PQ.-7 i 5=1^ 



7^; 



bsg. 



••Z--T-7 



L2*2 -71Y^ 22^ 



SAMPLE WITHDRAWL METHOD: <^- gj t ,-fc K p-/- «V7j^ ,-m jv. £« lg-p ,w>^' 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S ; Q 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None), Herb (None), PCS/Pest (None), Alk (None); CN (NaOH); NQ 2 /NQ 3 (HzSO,,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER^) USED: 



| \ 40 ml: fj 1 L Amber; jjH L Poly 



SAMPLE ID NUMBER(s): 



LOV'S^Dri" 



>l<S>OD>L. 



DECON METHOD: 



Liquidnox wash; PI rinse; Methortal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



Dec Qui G/}C SysJ^^x 



SAMPLES DELIVERED TO: 
DATE: 



X" TS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



i 



'nwronmental & Energy Services 



Page 2=- of ^ 



TIME 

1 c i-"S 


LITERS 
REMOVED 

2^ 


TEMP pH 

i j- c/7 "7. is- 8 

I O . ->-=» "7 »-| I 
^.4*! ^.^j 


TURBIDITY 

2- GO 
2-"? O 


COND. 

voe3. o=> 
( o'c^o 

l Or 7 - , O 

Itf 5 ! 

\M 

(.O 7_ 

1 Do 


ORP 

-7-02. l 

-77 =»■ fe 

-IS) I ?\ 


DO 
I a-7 

^--^ 

2 ,?_-»» 
7, ,L-4 


COMMENTS 




&c 




( - ^S 


32 








DTw.' *#S. 10 




3f 


\\. ?.0 '7>-_ 

iO: «^ 7.11 

i r> .-> "S* 7"c 
iS ir- 7. Si 


2tl\ 


?,ij 


-Tut*) 

-Lei. v^ 

- no. <; 

-fL-f. , 


\2-7_0 
1 ^sC <C 


t*<P 








i<L- 


f^ggSz 


i c? -; 


W-4' 

1 J^-Sj, 


: > 


1, -,- "'- J ^ 


, -». -^ -■ ■,<;■ 




iSo5T 
l^7-S 


Ti 


f>^S->l -7.-7 2- 

1 .'ti 1 - 7 f "> 
*1/M "7 c-'-f 
'1 . ?>£" 7 . un 


i~7 V 


.0-7 


- u^r.U 

-lot \ 


7,.<3H- 

"2. -~?'r. 




n-i,~, 


, r l c 






1 a\ 








<> .2-c=> 

4-94 


I CM < 


17_3 




I'^iCJ 


ioq.^ 


'7^b 
--7^ 




1 17,-5" 




ii^i ■ ^r 


<=? «?>q "l.c^ 


'^ 




i r 






















*_j *vTw»-*j 


<— 4t>_^_ - -f-o 2_ra 


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17_-^>A- 


f«_>'S. •*> v^Cir^t.—; 


>3*3^— tP V_ I -OC-! 






















-*^#* 
f ^<*> 




Z&f^ 1 












'<J>A*#0 TO IFO * 






^r^_ 


/ £4rr. 








IV; ft 


^ d i. w\ /-V>-v, 


Qu7li'\/vStiu ~4* 


















T[^ 


z'Xc.a. cclbtA~ 


-Ilk' t\JT 


^ 
































i 






f 





























GROUND-WATER SAMPLING LOG 



Page 1 of^_ 



9 ■ ■ 



PROJECT NUMBER: 



3-3100-0103 



LOCATION. 



MMR 



DATE: Si3AiLjL£ 



WELL No.: M UP I fj 5 CLIMATIC CONDITIONS: ^,4/-. rfe,J, n h.' a^TIME 



REMARKS. 



■ spi.j c<c ; S£i&£ y / t^^ 



3^~ 



SAMPLER: Q Aj / JV) 



WELL PURGING: 



STATIC WATER LEVEL: JLLA3 



WELL DEPTH: 



LENGTH OF SATURATED ZONE 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD Bladder slow flow PUMPING RATE: 







/oo 



JS: 



gals. 
ml/min. 



WELL PURGE DATA: 



TIME 



.'CDS' - 
;o4^ 



LITERS 
REMOVED 



TEMP 



pH 



TURBIDITY 



CONO. 



/.O 



3.y^ £jj 



S.v» 3 g4 



Z.D 



5 , z.g SUIS 

Egg 5 yr 



3 o 



V /if 



S\*4- 



5. y 



y// 1 kjbi 



jo 



g.s- 






L IS *■*? 



(Y,l UtrF-^ ^ rv-ylx. 



^J^ 



^ 



1 


, ?J 


1 


• si- 


1, 


^r 


o 


• c )9- 





-7> 


o 


n- 


D t 


*r> 


b. 


?3 






«L 



£J 


LsUf 


i> 9 


L* 


icy 


GV 


6V 


USf 









ORP 

'3/ 

?/./ 

3fr, c ?, 
4/.fr 

4o. r 
3gJe 



3.*r 


3 <# 


3 5* 


3. to 


3 43 


3 J*/ 


34^ 


3 4<l 


3. r? 









COMMENTS 

iQd*$it~+ 4/. < jc'n >- 



•..^/mm^. 4).JTr 6, 



UTS' - To^J\ ?il'Q-tTo HgTA^i> - /./ZCtO 



SAMPLE WITHDRAWL METHOD: 



"iW-l.U Pv^P 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EPS (Na : S;Q-): MTBE (HCI): 



TOC (H2SQ4); SVOC (Nona): EXP (None), Herb (None): PCB/Pest (None), Alk (None). CM (NaOH), NQ7MO, (H-S0 4 ): Metals (HNOQ 



t 

NUMBER AND TYPE OF SAMPLE CONTAINER(S) tISED: JJ. 40 ml; 


5. 1 L Amber; _fj- 


I L Poly 


SAMPLE ID NUMBER(s): 


EJU L^Sf,£ 


' <^\?t~e - u: 


,\1s5 


>aA$i 


*)<Sf,^ 






j 








DECON METHOD- 


Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 




















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


"iV*^ 


£]/*.- 


S-7^T£H 



SAMPLES DELIVERED TO: 

DATE: 



XT^ 



^ 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) z -(d 2 ) ? ]h(0.3) 



! ; -X^Ci 



GROUND-WATER SAMPLING LOG 



Page 1 of *< 



Environmental & Energy Services 



» 



PROJECT NUMBER: 3-31«0-«1t3 

WELL No.: N^\^Q 
REMARKS: 



LOCATION: 



MMR 



DATE: ArfAiL'l* 
CLIMATIC CONDITIONS: Y^y] , Ifk.-^ y, TIME: Q r iZ\ 

^"^ sampler. Cw/.rn 



WELL PURGING: 



STATIC WATER LEVEL: 



4-Z_. 2M 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



IUt\ 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TIME 

loo:?" 

lot C 

i.cS" 

urn 

u 3r 



LITERS 
REMOVED 



TEMP 

1AL 



X£l 



A^l 



_L+L 



l^L 



to f Q 



It-. Ct 



14.0 



<(,.P 



_hL 



SkO_ 



^ 



1.4J 


TAJ 


n.4-7 


f.az. 


^7 -^Z_ 


JCCC 


>c. /f 


Ic.Li 


iO.L} 


10. XT 


)C.4o 



PH 



TURBIDITY 



ii4 



? CO 



■7-r.T 


in ?. 


9^,4- 


LO. ^7 


}0 ^ 


0? 4- 


£J.<> 


5V.4- 


T? 5" 


47.1 


< 41.3 



COND. 



ORP 



DO 



COMMENTS 



ijjj i±L£ &lg 



42.e.f • , 2aW/«. 



£k£ -&'?- o jfc-.'J 4 2, 1^4 ' ; tgOjZ/te 



bd W.3.3 






J2L±. 



Q-4Z. 



SI £14 



/op 
£££ 

ill 

»41 

[13: -9^.c j 3.0-7 



-l£4 

-39. J jlij 



f 4.fo> 



» 



2L2 LLil 



(32 



l? r ; H.of 



SAMPLE WITHDRAWL METHOD: 



>iAmn&.n Yn.^. 



e 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI). EDB (Na : S r 3 ); MTBE (HCI); 



TOC (H2SO-1); SVOC (None). EXP (None): Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /NOt (H 3 S0 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 


) 

\ 1 40 ml 


; j, 1 L Amber 


_4"1 L Poly 




SAMPLE ID NUMBER(s): 


friZ. - to 


^i not \ 


S.*npL.£ 


£0* 


to, 


c \\)Du/u 


AofiK 


















DECON METHOD: 


Liquidnox wash; 


Dl rinse; Methonal Rinse; Dl rinse 
























PURGE WATER DISPOSE 


.D OF IN DRUM N 


UMBER: 


^bec^ 


(~>AZs 


$« 


•i<*T*r\ 

















SAMPLES DELIVERED TO: 
DATE: 



J_T^> 



TRANSPORTER: 
TIME: 



Well Screen Volume = 0.041(d)"h 

Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65. 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



iSF^k it'% '"^ ^ v '"i Q T 



Page ^ of ^ 



TIME 


LITERS 

REMfVEO 

14 


TEMP 

/a So 
io.4o 

/A S> 

/sSi 


pH 
3 cr. 


TURBIDITY 

«//■/ 

33-./ 

3£. S- 
32..^ 
3*,J 

?I o 

sz.O 

12, 


COND 

140 

/sr 

139- 
'St 

ny 

>3f 

JT?. 
13* 
'37- 

L3: 
'J? 
>s<r 
'fcr 


ORP 

- a. ^ 

-71., 
-TV. ^ 

-HI 


DO 

)ZI(Q 

10, u 1 
iO, U 

N. SO 
io. 40 
ft. SI 

io.cr 

fO. 34 

iO. ^4- 

to. Of 


COMMENTS 


12/ 5" 


a* 


dl H'ltaQmf/**. 


So 


rx 




>'z n 


34- 




'Z( f 




41 


+ a»*/i l :/«&.i<r J 


10 ,13 

It* 
/,0SL 


X>oO 
X,ot> 

t.OU 


4^ 




43 


4*- 






4S" 


ItiOfiJ/n**. 


47 

4r 








M 






so 




57- 




^ |45£ 




iSoO - 


Qc\Lu^_S^ 


nT. 














< 










is-iz. 


Q>l\o^f C^A^x^lT^-Vr 


DO- l< 

O KfT/V 


















ll- io 


Fiisi»^Totft 


P(L\Q(L_T 


<JTL> 
















> 


.. 




















> 






.. , , . Jl. 




| 











PROJECT NUMBER: 

WELL No.: M 10 Z & h 



3-3100-0103 



LOCATION: 



MMR 



DATE: 7. /jo J C l.^~ 



CLIMATIC CONDITIONS: ciz«A* , \£iA * TIME 



REMARKS: C aiofc^g TOi f H : \lc<L)*Tfi£( MC/hZ', l(M>U ri / yfr):U, SAMPLER: Qj£ / RTs 



WELL PURGING: 



STATIC WATER LEVEL c ? fr* S (L 



«t*TbC WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



pA 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



loo 



ml/mm. 



WELL PURGE DATA: 



TIME 

akl£. 



LITERS 
REMOVED 



JL± 



J^o_ 



_LA 



2,0 



afro 
0WT 



JLS. 



TEMP 

taM 

/Obi 

JOS3 
/<?■** 
MiSL 

/J. SI 
CpfUe-f ^3G g_ O^QO 
Cb(c/ t ^j^-V/>c Do - G/Ua/l 



pH 



TURBIDITY 



s,£y LIS 



J. c? 



5^70 



COND. 



ORP 



2& 



00 

iLJj 



q ^3 &s ii^i 



**y ^o 



COMMENTS 



O^O J*3l 



£LS& 



?o 



o .re 



3lL 






0?QO 



s.? 1 / <3,qn 



&&3 ?a Zi^. 



* ,? > 



^O. 









± 



ISA. 



(QJl£ : 

i pso jM ^ J j&te t. 

(0- 5i 

to.41 



s-.k* o.tw a^. 



^3 iif_ 



31 






12,13 



SAMPLE WITHDRAWL METHOD: 



61 /Vflfltfl gu^j F/^u 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S;Q 3 ); MTBE (HCI): 



TOC (H2S04V SVOC (None): EXP (None): Herb (None); PCS/Pest (None), Alk (None), CN (NaOH); NO : /N0 3 (H^O,): Metals (HNQ 3 ) 



NUMBER AND TYPE OF 5 


SAMPLE CONTAINER(S) USED: 




_40ml;_ 


_ 1 L Amber 1 


LPoly 










SAMPLE ID NUMBER(S): 


BOC? fl> O c i r 4T"$ - 


^ to 


S*> C J - * 


l^'7Ll-> ^ r >A 


', I — 'OjL'VSi-. 








s 






DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 


















PURGE WATER DISPOSED OF IN DRUM NUMBER: 




hzcci\ &AC 


1 



SAMPLES DELIVERED TO: 
DATE: 



ZTS 



TRANSPORTER: 
TIME. 



Well Screen Volume = 0.041 (dph 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
2^ 



OGDEN 



GROUND-WATER SAMPLING LOG 



Pagel of_/_ 



a 



1RONMENTAL & ENERGY SERVICES 



3-31 Q O-01 03 

F*= 



LOCATION: 



PROJECT NUMBER: 

/^LJ^tS^AS CLIMATIC CONDITIONS: St *' 



MMR 



DATE: S'3t 7-98" 



WELL No.: _ 
REMARKS: 



y/Tt~f 7 Q'Ft\m& llo$~ 

SAMPLER: BCt/J-r/S H 



WELL PURGING: 



STATIC WATER LEVEL 



9k"Lf 



WELL DEPTH: 



•V/-3 



LENGTH OF SATURATED ZONE: 



/S/~1 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



fjfi 



yso 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

JUL. 

/3/Z 
i3>23 

P 1 8 



UTERS 
REMOVED 





TEMP 

/o a r 

/Q.17 
/0-7V 

(Q al 

16. ^o 

jo.y-l 

I0-H1 



pH 



TURBIDITY 

LJi£ 
LIS 



2>il_ rv c/i 



CONO. ORP DO -.--», COMMENTS ^ * /•£ 

o^f/ jz^ 12JL tlfL ^ sd 

og£jf /fi»y /J-/7 f£.#3 ■' 

o.o^r ^^v 1 -/ /o£g &££= ii_ 

O.Lfr L / «AZ/,7 /Q,6l fe-^2-- [j 

gjgg ,j&7. 1 io 7 f j yg ^z. // 

Q.Oo'Y |^3 <0.S^ ?6-^ ~ 



SAMPLE WITHDRAWL METHOD: 



^V\(j^' 



£ 



V OC ( I I C I ) ; C &e^Na^S^O^X-MIBE-iHa^- -J-fT, 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

TOC ( t I 2GQ4 ): SVOC (None): & X P (Nono); Mwt^Nnnp) Pr.R/P P <sUNom) i -A^ifrt)rte)rC^(NaOHrNO^NO^H 2 S04):-MetalsiHNa 3 T- jfl^ 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


40 ml: ^1 L Amber _ 


1 L Poly 




Co/mcj-sic b- 0. — /Ofp^- 


SAMPLE ID NUMBER(s): UO^VV 0\5A G\^t) 


0o?^05"A( 


^X.?V <. 


-^ 


.. ^ 


DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; 


Dl rinse 








PURGE WATER DISPOSED OF IN DRUM NUMBER: 


* 



SAMPLES DELIVERED TO: fofjl C;C 

DATE: 



TRANSPORTER: 
TIME: 



fid! i 



zl 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of ^ 



■NWRONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 
WELL No.: fcjWZJ S 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: ^DrT^lT- 



*wV 



CLIMATIC CONDITIONS: cA**/ . wO>nck TIME: } ?3 

2m Z***,* »z/Ts* SAMPLER: Q M JKQ 



WELL PURGING: 



STATIC WATER LEVEL: I "? . % 4~ 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



> G>(--~> 



ml/mm. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 






xZ 



J2-. 



t^MrQ 



J=L 



ui'S. «— 



I 1 <- O 



Op 



S 






^ 






TEMP 


pH 


t <0 QUf 


^ -Mr ft 


l?Ao^ 


L^-9«^ 


iO^H 


c*.^ 


I » *«5 


"7 .oo 


vo.^ic^ 


l.P^ 


LC.«1 I 


^o4 


U5.#3i 


-y.osr 


iD.n^ 


ivH 


tcno 


"> r c \ 


ic- WsTH 


1 o\ 


VO. ^\ 


<" "\> 


\.« --» < 


"Ko* 



ORP 



DO 



l^t 



IT^B 



v oh 



-Ol 



TURBIDITY ^ COND. ^\\ 

S<B -t~ 2 . 2^4, .g -2^.~t5r 

Mfa ,<k? l^-ft X 3.o^ 
HfLiLs. loC^ ^-X-S' 

^•^'g Lakitr l.S't 



COMMENTS 



g*£ 



jl& 



JUL 



_L^^_ 



i^2i_ 



JLzS. 






SAMPLE WITHDRAWL METHOD. 



~Zj-LSrrtOftC S fcSJCfe? (fj£a£ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na 2 S 2 Q 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None); EXP (None): Herb (None); PCB/Pest (None): Alk (None); CN (NaOH); NO^/NOj (HzSO,,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


\\_ 40 ml; f\_ 1 L Amber 4: 


1 L Poly 




SAMPLE ID NUMBER(s): 




DECON METHOD: Liquidnox wash; Dl rinse; Methonal R 


nse; Dl rinse 










PURGE WATER DISPOSED OF IN DRUM NUMBER: 


uecoist 


(ZAc 


Sys-f-c 


i 



SAMPLES DELIVERED TO: 3- / -> 

DATE: 



TRANSPORTER: 

TIME: 



CASING CAPACITY (gallon&linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



ic\i>tl«n - 



Xt S 



OGDEN 



. 



'nvironmfntal & Energy Services 



Page X of J)_ 





LITERS 


TIME 


REMOVED 










, *^- 


•i<.i^ 


«£**£> 


7>^ 






Soa^ 




^3> *,< 


I ^Co 


^4-.?.«r 










iw»ro 


^T <^ 


11 1 © 


^"■H 

<+!.« 



TEMP 



pH 

I > . g t*> 



TURBIDITY 



•*.•■» 



JiH 



c>. 



ik£ 



Ml 



COND. 

g - n » 



ORP 



'**'> blr.i 



UL2S O 



>* xii'l -ur 



COMMENTS 



DO 

3. Ho 
0-> I-*? Vl^-Aj^pys^r 



-«r 



S> 



c- 



iada v-r^ _±13 o-^i 



IV 



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i i H —i 






L LiS 



4-v <2^\i 






\TD<Ts t+-SL( 



*<Mr o^ih fr>~ 



&<\n <-r> 



Cf^r?^ <-*-*> 






3>£ 



i*- c W "V7 



fc'."l4 



Ll OJ 



^iz 



LLc±ZL 






j>s: 



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Q~ IT) 






3 , vo 



33 i£ "i -i fr 

2.« 



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3hL 



oafp ?.cp a 






-iiL 



2L3LS ~> - S p 



t? .tx 



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<2rl53_ ^^ 



t^-^iS Cfi^ S2- ci? 



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^CP L5a " 1 >^^} i - 



t>~<->-J 



<^Q--aS 




OGDEN 



/ hH 



GROUND-WATER SAMPLING LOG 

s a 8 a s W 'vk 



PROJECT NUMBER: 3H>ooo gfZ LOCATION: HHf<L DATE: )4£GT^ 

WELL NO. HiOZJP — CLIMATIC CONDITIONS: yfa/^cio^L L>Q°f TIME: IJJ& 
REMARKS: CciUrf HS/^sP < 6£zJF to/ T£ci~ SAMPLER: C*4 RP 



WELL PURGING: 



STATIC WATER LEVEL IT-O . fCfi ft WELL DEPTH: 



LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: gals. 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = Aj '" gals. 

REMOVAL M ETHOD: fel/MXX t~ %*-^ ..o P g>iO PUMPING RATE: ?S"£ ml/min. 



WELL PURGE DATA: 



-r,^ £ gallons L. D eP ]} G 

DATC REMOVED TEMP pH COND. TURBIDITY COLOR — - \ COMMENT! 

m^ -e- i£ j£ . Ld3 t£ co W.% :?/3 2J3 



LL&2 ^^ /tffz,cw o.<W H. Off 'K*.Q ZStfi 3 6 ■ £ r 7 



//g 5.r /L2L£ 6,sv 3L92. l£k£ Ik IP <<'n \ 

>2£>o S,£.^ >l."iO L.dO JtL 00 /£M ^$.0 S",?-S | Q S^Si 

/-Zo?: l f QQ I) SiS 6-0 3 V.OO UZ.°\ T^,Q 

/2./^ /0 SO h g -: r ^Jcjg ^,JQ /09,-S -Z. 1- 

/^^d /£, £S~ [Lfjf) u<: g ^ g^go /o/,y -7-7- 

/^^. ;< //OQ /2,0-L CfiXjtfj ?/.o 9^y - f.Ct> 

Lfc^g KziS H»*Q MS ±j ■ o 3fc^ rilij 

less £i£g bj£3 ^t 7- ^/.o 3L£ -/•? V 

1 UL Q iJLJS. U.S7 i*. 1*4 -=Ho /OS// -i?.(^ 



A~^ 



S\6^ 


;. 


s.Q^ 1 


S.52_ 




SW? 




S.«rt 




S,4y 




C/fcjr 




S.43 


r~ 



SAMPLE WITH DRAWL METHOD: 'huM^ri.r S,,.~ . o F/_ou^ 

LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: \fP,Z- HqCt) ' ££££: Mq (\)) frg & I&^ Og jg fjj 
Toc^- ^V^Cfe?)^ 5UQC- hJu^tlo) ; fexP - ^k* (b), y\{.ll£>-h)v>Jt(o) : <?lsT/K/S -AWfc) i 

NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: f^ V^rSk^d^) j C/J - dc X cH \ h^jAjOg - **, 5^6? J ', 

SAMPLE ID NUMBER(s): M/g4 JYpA . . 

DECON METHOD: Kl^o>0:)\ WV^l 1VL £/a)NS ; H^T hi Gj>^.i , Hi. O^SiO 

PURGE WATER DISPOSED OF IN DRUM NUMBER: j 

SAMPLES DELIVERED TO: £; / TRANSPORTER: 

DATE: TIME: 



I* 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65, 6"= 1.47, 8" = 2.6, 10" = 4.08, 12"= 5.87 



OGDEN 



^ 



GROUND-WATER SAMPLING LOG 



m m 



PROJECT NUMBER: ZrZOO0iQ3 LOCATION: MjM )Z DATE: (WCfl^ 

WELL NO. MUi'an CLIMATIC CONDITIONS: mSZtid hi^L TIME: /jjJTg 



REMARKS: Sg S gg^£ 



SAMPLER 



:M^£ 



WELL PURGING: 



STATIC WATER LEVEL 



ft 



WELL DEPTH:. 



LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 35&/-j€t) 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE- 



QAtteNS- L 
REMOVED TEMP 



* ZH 5" 


21 .cO 


U.O* 


/ZSS 


7J/.SD 


11. > 7, 


1? jS 


Z?,dO 


K.n 


ii/5 


Z c ), So 


U/ii 


UTS 


2>/. co 


H. C W 


ii^r 


33Sc; 


n . s 5 


»3vS" 




If. 7-2. 


/3S^ 


/< . "H- 


i4of> 


Hf.oo 


'I-03 


i*l<l 


4'< S* 


//.ST 


Wis 


l(,^9 



V3^5 A £ o O 



_li 



.*>"» 



pH 

(• ■ ■ 5f» 






COND. TURBIDITY 
~H Q /OQ.Lf 



Getefl- 
-/0,C 







JJjL 



(/ 



SA'Z 



& 



/.so 






1h% 
1L*Q 1L JL 



lid* 



IS 



7W-, 



'J±. CO 

"■hi .0 O 
1 ' , d& 






££ il±i 



-■S.Sr Oy 



ST?- - / . Z jf{ \ 



+ 1.01 



"V. 01* 



90. U zhA 



11 



^.3 -'S.Q $,Si 



M^.v -"S.^ ^TS\ 



COMMENTS 



r« 



m 






SAMPLE WITHDRAWL METHOD: 






-vj 



i»-) 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 














SAMPLE ID NUMBER(s): 


DECON METHOD: 


PURGE WATER DISPOSEC 
SAMPLES DELIVERED TO: 

DATE: 


1 OF IN DRUM NUMBER: 












TRANSPORTER: 
TIME: 














CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" 


= 5.87 

— 



0GDE1 

i i i i i 


1 

I 


GROUND-WATER SAMPLING LOG 


PROJECT NUMBER: 
WELL NO. Mcoci 


ZIZOOO /03 1 ODATION: MM/L RATF- /YOr^nl- 
CLIMATIC CONDITIONS: TIME: / / 30 


§ 


REMARKS: 5/5 & 9 


frOKV " RAMPIFR-C^/tfl* 


^*w<(x J. w*lJ?t & J S ?fo 


WELL PURGING: 


STATIC WATER LEVEL ft WELL DEPTH: ft. 


LENGTH OF SATURA1 


"EDZ 
"OBE 


ONE: linear ft. vni iimf of watfp m rf fva<":i iatfo ga | s 


VOLUME OF WATER 1 
REMOVAL METHOD: 


EVACUATED X 3 CASING VOLUMES = gals. 

PUMPING RATE: ml/min. 




WELL PURGE DATA: 






TEMP pH COND. TURBIDITY COkOfl- _JJjrl COMMENTS 

if,<^? c,y? T-o.oo tf;z~ -?-.% C.SZ. 
i\.?H u.y? Jo.eu xn.\ t. ) ^.SZ 


« (""JA UMLLUINir- 

DATE- REMOVED 

\H5€> SZ2& 




1S\ h ,& 10.00 IflS) -1.0 £&"l 
r 4 -/? L.<£l ?0.iTb A4S O.O S~,4l~a 




























SAMPLE WITHDRAWL METH 


OD: 




LABORATORY ANALYSIS Pt- 


kRAMETERS AND PRESERVATIVES: 




NUMBER AND TYPE OF SAI^ 


1PLE CONTAINER(s) USED: 










SAMPLE ID NUMBER(s 


): 




DECON METHOD: 






PURGE WATER DISPC 
SAMPLES DELIVERED 


RFC) OF IN DRUM NUMRFR: 

TO- TRANSPORTER: 




DATE: 


TIMF- 


(* 






CASING CAPACITY (gallons Ainear foot) 
2" = 0.16. 4" = 0.65, 6"= 1.47. 8" = 2.6. 10" = 4.08. 12" = 5.87 






-WATER SAMPLING LOG 



A: 







TV *8b&my-\ 









.•*■: .'■•■' ' " 



^PROJECT NUMBER: _ 
WELL No.: AlU/O^S 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: Qi/erca*t, HO 



DATE: 
TIME: 



wi mp? 



Qg!?o 



SAMPLER: TO .KO 



WELL PURGING: 



STATIC WATER LEVEL I 75". 7 7 



WELL DEPTH: 



iXO-s- 



LENGTH OF SATURATED ZONE 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



/vA 



& 



gals, 
ml/min. 



WELL PURGE DATA: 



UTERS 
REMOVED 



_&£. 



!.? 



-3Jl 



TIME 

OS3o 
Olio 

O il* 



pH 



TURBIDITY 



TTo 



3. IS 



TEMP 

S L fi l 

8 96 

g>7/ S.L3 3.11 






CONO. 



ORP 



DO 



COMMENTS 



11 



JZSL 



/ar 



^37? /qgP 5iqt.'fc:/75:77 
1^33 ICC3 D«~ F Q a *!--S0»«l/'~ 
30hZ I9-L3 



iO 



i/V 



2. So 



£.77 i"63 3.fc? i/_Z. 









3./V 






// 



ILi 



?Q?.? /?.CC *t_ 



3Q1. 6 fgsjfe T>Tu/;75.7 7 



gaaa s^p/g f*,^ 

ColoriWfr fc D O AW^y' l fr fr»-v _^ 



SAMPLE WITHDRAWL METHOD: £ow ^/tf* BlajJer. &mfJl*m FlovJ r#fe >> So*?./** . 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na r S;Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None): PCB/Pest (None), Alk (None). CN (NaOH). NQ7NO, (H-SO,): Metals (UNO,) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


11 40 ml: 5. ' L Amber 


H 


1 L Poly 


SAMPLE ID NUMBER(s): 


umssA* 


























DECON METHOD: 


Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 






















PURGE WATER DISPOSED OF IN DRUM NUMBER: 




be co«- 


&A 


C 


Sy3/<^vu 



SAMPLES DELIVERED TO: 
DATE: 



TTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4* = 0.65, 6" = 1.47. 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



IGDEN 



GROUND-WATER SAMPLING LOG 



Z N\A RON MENTAL & ENERGY SERVICES 



m 

Page 1 o£~yl 




{> 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



date. i_2jl___J___ 



WELL No.: ^ujt^>,& 

REMARKS: Spin" S>V^Pl£ P/Vfe— 



CLIMATIC CONDITIONS: I2.^ v ,_ Q,_^* st-TIME: ig-><_30 



SAMPLER, ccui Kr^ 



WELL PURGING: 



STATIC WATER LEVEL: 17_S • ^ O? 



WELL DEPTH; 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



fitt 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



IfTo 



ml/mln. 



WELL PURGE DATA: 



TIME 

nor 

h£5" 
n4-S 



UTERS 
REMOVED 



__ 



h-s: 



___. 



^.0 



ic s 



l_,<3 



iS 



'£• J 



/6,5~ 



l£.D 



TEMP 


pH 


V^-^2^ 


<^.£,0> 


V ,<''/'£> 


(b-2>c> 


\^jl**\- 


(is». 2-"S" 


w.^c^ 


a»,v«i 


Ll.^Hr 


6?.i^ 


P- O 


b. U 


\Z2>i 


(,.14- 


!&.« 


(» f3 


/_.4-0 


C f^S 


i&.i^l 


ln.lt 


\L.CXf 


(*»0l 


IL.14 


u.\u 



TURBIDTTY 



16 



CONO. 

o .•v1 t -V 
C>■i'_--■ 

o.ul 



ORP 

2__ 



DO 



COMMENTS 






"^- ^ 



__ 



2 






??»3r 






______L___ 



w,/ 






go. y 



£_4 



0,/0^ 



S^.S bJOU> 



zataJ. 
___ 

_3J 



!£a ________ 

___ frrco !_____ 



___ 



SAMPLE WITHDRAWL METHOD: 



/tfO> P/<?c<J &/*JJ J 



-v- 



Po-U^P 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 Sfo); MTBE (HCI); 

TOC (H2SQ4): SVOC (None); EXP (None): Herb (None); PCB/Pest(None); AJk (None); CN (NaOH); NO^NOj (H 2 SQ 4 ): Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: '/_* 40 ml; 2_ 1 L Amber; _t 1 L Poly 


SAMPLE ID NUMBER(S): 




DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: £)d C Oc^ CrnC Ol/S f € '~^- 



SAMPLES DELIVERED TO: 

DATE: 



ITS 



TRANSPORTER: 
TIME: 



Well Screen Volume = 0.041 (d)'*h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 

2.U 



OGDEN 



. 



NVIRONMENTAL & ENERGY SERVICES 



TIME 

_UJS_ 



LITERS 
REMOVED 



7-v 



32==£ 



*± 



2*-< 



3*2. 






J£C2_ 



si^: 



J2G*. 



Pageo^ofjQ- 

*4c0 2,5$ 



\ Ul^,'.->>r 



3 



TEMP 



pH 

CO"? 



TURBIDITY 



J£o 



unfa i^cQ. -Vj 






u.ftfe tc?<o£ J2A— 



CONO. 



ORP 

JftOL 



DO 



COMMENTS 



V_^-* v 



Snuoc^a P^y 



n^- 2 , >Q^"o'S 



<^f?i.>orZ-ivilVr-f^ « ZE^O V5> ^PP^A OHr^"*-\ 



(t^oo^ 



/^iC& j mT* l^ i> /? T/ : n<T^ CouAcT-.o.a) e n- <~Ufo<L~ 



OGDEN 



GROUND-WATER SAMPLING LOG Page i of/ 



■tt 



hmental & Energy Services 



DATE: ///7/Jy 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



WELL No.: /tfUJ- 2 3/^ _ CLIMATIC CONDITIONS: CVq^cc^ /• T | ME; O 8V<£" 

REMARKS: 



SAMPLER: T"^ ^ P 



WELL PURGING: 



STATIC WATER LEVEL: /Q C ' / *? 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



flA 



3JT0 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 



REMOVED 

7 * 



TEMP 

/2JS 



PH 

77/ 



TURBIDITY 

6 vi~ 



//■fO 7-7* 



£JJ_ 



//■5& 726 $-.70 



2-Q 



//// -770 £/.8-0 



0W5~ 3 7. 



Z/-/7 7 7¥ #zr 



//-?3 7 09 y-V°_ 



///? 7/8' 3?J> 



<>c~p/ c f7c> ozv s- 



i£ 



CONO. 

S7 


ORP 

-737-0 


DO 
77I 


<T3 


-7W3-2 


~7 2b 


5V 


-757 Y 


-7 ^ 


5-6 


-76C.3 


7 33 


?° 


-771- X 


7-W 


"f 


-2f3* 


7- if 


V7 


-3079 


7- ¥6 











Drtu) COMMENTS Ac f/ 

Oi ^.o <0SGPn 



0-0 


0-QS 


00 


o-Qg 


00 


0-0$ 


o-o 


0-0$* 


0-0 


OOP 


o-o 


O-Of 













SAMPLE WITHDRAWL METHOD: 



Iouj l/*j i/«JJ< 



' p***fl 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na,S 2 Q 3 ); MTBE (HCI): 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None); PCB/Pest (None): Alk (None): CN (NaOH); NO;/NQ 3 (H z SO,): Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: " 40 ml: ^.11 Amber ^ 1 L Poly 

NUMBER(S): l^ P 3 /V / /! (S^p/c) , &J ? 3 S7 / 1 fff/A^J &-/*) 



SAMPLE ID 



DECON METHOD: 



Liquidnox wash: PI rinse; Methonal Rinse: PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



. ^ 



SAMPLES DELIVERED TO: J^ /-> 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 






OGDEN 



J AGROUND-WATER SAMPLING LOG 






fePage1of#&$ - 



is 



ONMENTAL & ENERGY SERVICES 




■ 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



WELL No.: Mi/O^A^ 
REMARKS: 



CLIMATIC CONDITIONS: 



DATE: JJ 



ElE 



TIME: I Q / n 



SAMPLER: 



WELL PURGING: 



STATIC WATER LEVEL / 3 Lt? - W I 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = V^A, 

REMOVAL METHOD: Bladder slow flow PUMPING RATE: A. 00 



gals, 
ml/min. 



WELL PURGE DA TA: | . 

DO j^ATt COMMENTS CY**-*-* 



ska* w<*ij££ 



TIME 



Ji£ 



I 



ls^ 



REMOVED<^(AC TEMP pH 

'J /O.'Sf kQO 



TURBIDITY 



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-25 



o 



SAMPLE WITHDRAWL METHOD: I&ks \iOvO IjL^cil.^jLco 



pix&ap 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na : S t 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO^/NO, (H,SO«); Metals (HNO,) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40 ml; 1 L Amber 1 L Poly 



SAMPLE ID NUMBER(S): loT) ^M^lA M^ [MSb 



pU IUJL; 



7^ 



\Jccs,rngr- 3 



&£ ±L 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 






£y*»>'Je. - ic 



PURGE WATER PISPOSED OF IN DRUM NUMBER: D<L C **- G f\C S^/g-i^ 



Phoyfwvt = J 



SAMPLES DELIVERED TO: 
DATE: 



TTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 .47, 8" = 2.6, 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



GROUND-WATER SAMPLING LOG 



Pagel of 0. 



m 



RONMENTAL & ElVERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: '?_ /J, ?L -^ 



c^ 



WELL No.: ivtio 1-3 VC Lr-QJ CLIMATIC CONDITIONS: ^rJ^ 1J J_cUj : < s TIME: /^S 
REMARKS: ~4>y ft | \<« L\ ^H W -•{.«. A SAMPLER: Cl) /TO 



WELL PURGING: 



STATIC WATER LEVEL: > ^ ( , S O 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



/UA 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TIME 



UTERS 
REMOVED 






Q ±£ 



-m i. 



n/tfi 



IL l^, 



£ ^> 



01^" 



J^Cj 



o&ss 



jl_c> 



Q2Q2L. 



S.oo 



0715 



(g,CQ 



071? 



7.Q0 



O20£ 



«-J0 



07*0 



*.5o 



07^" 



?CC 



TEMP 

7,fc I 



q.c-r 



PH 

G 4i 

t;. I I 

I Li C '- 



TURBIDITY 

•U.-f 



CONO. 

3TLi 



ORP 



3 <L 



DO 



■> C 



tf 



COMMENTS 



17. 






'•7.-1 / fJ7u> j?tr.St? 



2£^. 



Sj Ukli 1 1 ■ r O S,-wT vX'^- rPjC.Q.-V 



£3 



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74 



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\L^£ 



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H 



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76 



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SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S 2 Q 3 ): MTBE (HCI); 



TOC (H2S04); SVOC (None): EXP (None): Herb (None): PCB/Pest (None), Alk (None): CN (NaOH): NOVN0 3 (H^O,): Metals (HNOa) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



<!fl 40 ml: 151 L Amber A 1 L Poly 



SAMPLE ID NUMBER(S): W\3 M lA a A yJ\.M?D 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



beep*. GftC S>ysfc*~^ 



SAMPLES DELIVERED TO: 
DATE. 



TTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 






B B ■ 






Page a_of Jl 



M^HHMMMEMfflftMrtjIWIewMliMII 



Mn3n3 . nfafa 



TIME 

0750 



LITERS 
REMOVED 

9X0 



TEMP 



pH TURBIDITY 

5122 &-<>£ 



)fl-oo 



03 oo 



lo-so 




■y-ra c.77 r,3? 



sso 



±rg£ 






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9 



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COMMENTS 






tkJb 



if^gg Control POX froZ«V>. "H>k,U |, 






OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 ofcP_ 



zNMONMENTAL & ENERGY SERVICES 



.4*. 



\ 



PROJECT NUMBER: 
WELL No.: M i^O 



3-3100-0103 



LOCATION: 



MMR 



REMARKS: 



_ DATE: lo ["T^b [fQ 

CLIMATIC CONDITIONS: Q _uG^JZ_ ^<? *F TIME: ^I'gT 

loi^-lS^ £-c3i_i^e^G=^ SAMPLER: C^ .U ^ W1T\ 



WELL PURGING: 



STATIC WATER LEVEL: 



i"2— Cj . -2_q 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



A/A 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 

REMOVAL METHOD: Bladder slow flow PUMPING RATE: I O O 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 
3 CO 



UTERS 
REMOVED 

a 



C?.S 



l^£_ 



•2--< 



i=bd2- 



5-f? 






^,0 



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TEMP 




pH 


lO.^ 


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TURBIDITY 

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COND. ORP DO 



COMMENTS 



lL- ^(-^ i^L 



2clJ 
fid ^ 









£tO \7t».-n i ^( 

Imo i7(, .Zo'Tcr 



SAMPLE WITHDRAWL METHOD: 



Zoc<>> f/o^ b/*J<*<-r- jpu^p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na 2 S;Q 3 ); MTBE'(HCI); 



TOC (H2S04); SVOC (None): EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NQ 2 /N0 3 (H 2 SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



S3 40 ml:2T? 1 L Amber; Li-1 L Poly 



SAMPLE ID NUMBER(s): 



>^K & L^^V^T^L- % UJU^D^, 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER PISPOSED OF IN PRUM NUMBER: 



Dc^o^ £4C Sj^/e 



SAMPLES DELIVERED TO: \Z- I -> 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDE 

■ ■ ■ ■ 


N 

En \a ron men tal& Energy Ser vices 










Page ^_ of-^ 








TIME 

1 o3,o 


LITERS 
REMOVED 

So 

4 C ^ 


TEMP pH 

io.vP. r^.^tB 
iu c3 /, ,*W 

WA3 /,.'"•-< 


TURBIDITY 

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COND. 

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0,0 KiS 

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Mr. iO, 


COMMENTS 


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r 









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ubUcfl 



U 



GROUND-WATER SAMPLING LOG 



■NVIRONMENTAL & ENERGY SERVICES 



Page 1 of E ■% 



PROJECT NUMBER: 
WELL No.: MU-1 1 } 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: &>** 



REMARKS: 



MS I MS O CojUjhfej 



%■ 



DATE: 
TIME: 



ll/lj/97 



1516 



SAMPLER: Tp CM 



WELL PURGING: 



STATIC WATER LEVEL: 



%32 



WELL DEPTH- 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



fijA 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE. 



S^<- ^Jx-y 



ml/min. 



WELL PURGE DATA: 



TIME 



UTERS 
REMOVED 



ISD£ 



O.so 



IS HS 
IS" so 
U>££ 
I WO 
(GQ> 
id 10 
OHO 

Q7/S' 

Q22Q 
0225. 



i.oo 



I. TO 



1.00 



7 -& 



ISO 



J*L£0_ 



\jSQ 



g.oo 



b.S-Q 



h.OQ 



TEMP 


pH 


tn.cx 


n.li 


10.0a 


H.~?x 


10, o> 


4.^ 


iO.OV 


W.fefe 


10. }$ 


H.GH 


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U.tf 


10.21 


*.L1 


10-37 


H, 4.3 


«?.id 


^7* 


Q V? 


*•« 


9-5-4 


<-t.?o 


9.7.2 


H.7-X 



TURBIDITY 

L 



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MS_ 



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LiM 



L& 



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o.W 



COND. 


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'XH0 



CCMMEMTS 



fjmj rute? ICOi*\l.//n*\ . 



DTu/q.9/' 



SAMPLE WITHDRAWL METHOD: 



LouJ tfOUJ O/a 



i>- 



pzp_ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S 2 Q 3 ): MTBE (HCI); 



TOC (H2S04). SVOC (None), EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO;/N03 (HzSO^; Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


3340ml;i^1 


L Amber 


f?1 L Poly 


SAMPLE ID NUMBER(s): 


U/a^ss4 






















DECON METHOD: 


Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 


















PURGE WATER DISPOSED OF IN DRUM NUMBER: 




be cc* 


£/rC 


oy5 tCi^x 



SAMPLES DELIVERED TO: 
DATE: 



■ZT'' 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



.**• w« '-^'' j« 



Page £<_ of S 




/W-:w, M/iyt7 



/yy/f 



TIME 



LITERS 
REMOVED 



7.Q0 



0720 LSO 

Q72S 

Q2SCL 



TEMP 



pH 



TURBIDITY 



COND. 



O.SH -22. 



2LSQ 



f.lV H*L<r Q.2S %<o 
^>S7 H.GH 0*22 



<ZG 



ORP 

HI3 

JUL 
f£S£. 



DO 



COMMENTS 



JLOQ_ 



%*S& 



Sjja \U1 0-3<j XS- H2Z 11.97 Flos r«*@W?~)U 



1.20 U.<*\ 03O 



%s 



H3j //,79 



Gc\c r, ^eti~,'c ptt H ec\ch«4<5. i 






Cyanide '■ P- 



Ca^t u ^r^rb . Q.i 2 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of £ \ 



.<- 



£ 



NWRONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: /Q/^/f-7 

WELL No. : /VU - 2$~ CLIMATIC CONDITIONS: OVCr Q.> /, £0 5 TIME: O ? tyS~ 

REMARKS: Sf/,t S*~f>/< (jtHTRC ^'^ SAMPLER: C///A,p/«D 



WELL PURGING: 



STATIC WATER LEVEL: /O <?, 6 J 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



/vA 



2oo 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

o$/o 

0*20 

ozj> 

0*20 
9>2S 
OSryo 

0M£. 



UTERS 
REMOVED 

o 



TEMP 



PH 
&5? 



TURBIDITY 



/o 


3>0 


10 


t/o 


.<r,o 


c.o 


-7,0 











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DjlC COMMENTS 

7.00 nf/rHivx 



SAMPLE WITHDRAWL METHOD: £OuJ -h/ocJ h U J J^tf fi (m~ p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na 2 S 2 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO^/NOj (H^O,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 

do/i^ncWio. 1)0. = ?***/,* 


J_L 40 ml; _£ 1 L Amber ]L 


1 L Poly 


SAMPLE ID NUMBER(s): 


&?S~'$SA /cJJS-sst 








r 








DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 
















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


D<Z. con 


Gnc 


Sy$ M^-i 



SAMPLES DELIVERED TO: 
DATE: 



XT- 5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 




GROUND-WATER SAMPLING LOG 



I '<iy- i ui X 



f PROJECT NUMBER: 

WELL No.: Mt^-CU? 
■' REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: '$h£fi> 7% 
CLIMATIC CONDITIONS: dc^L, VP^ TIME: ISlLSLL 
Ltn "<^ SAMPLER: Cft/fri 



j STATIC WATER LEVEL: / "? Z . ? V~ 



WELL PURGING: 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



/vA 



gals. 



' REMOVAL METHOD. 



Bladder slow flow 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TIME 



r lS4r 


; t^T\ 


• KcT 


ile'S" 


lu Zi 


v ^"7>MtP 


C74 1" 


' '<• T-So 


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LITERS 
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TEMP 

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COMMENTS • ■-.",: 

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a /l 



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jL^ 



i.^ It^-Q 






SAMPLE WITHDRAWL METHOD: fitAOflfoC fuAjp 



-ji 






.'LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI), EDB (Na ; S 3 3 ); MTBE (HCI); 

; > TOC(H2SQ4):SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN(NaOH); NO^N0 3 (H 2 S04): Metal8(HNQ 3 ) ' " r'y , !. ■ i$ . 



•-NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40 ml; 



1 L Amber; 1 L Poly 



•SAMPLE ID NUMBER(s): 10 ZU SVA /, Lj 2.U $Sl_ 



..DECON METHOD: 



Llquidnox wash; PI rinse; Memorial Rinse; PI rinso 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



L>£££j b Ac ^nT^rf 



SAMPLES DELIVERED TO: 
DATE: 



rr<> 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

. . 2" = 0.16. 4" = 0.65, 6" = 1.47, 0" = 2.6, 10" = 4.08. 12" = 5.07 

Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



lh ■ 

y'Jh i 

1$ 


OGDEN 

'■ : r*^v ™ \ Environmental & Energy Services 








Page X of 3- 


■^w/ifJiR^ '• 


^^io% 


^-/•^W. UTERS 
-TIME REMOVED TEMP pH TURBIDITY 

o^^- »l-0 7 b f l t.lli c.47 


COND. 

01 


ORP 


DO 


COMMENTS 








c<^r> - calu^.t s^W 




.. 












<3KO ■ Cr.»U,T CJ^uw\r.c. --liOs I^IL 










'-V •«. 








'.•;# 












. >,: • 


ni 








c- . 


.:.>..• vr- %■ v "' 


fji i ■ 


;■:.-..-. 'J*. ■ .. 


':?■ 


. - . i-r Sfc» '-- ■ Vj 




-3i - •£■:. 












'^'- . 












' ' **(*•"'•. • • • 


. ■> 


v •--■ . -v • ."; *■- 




;.-:■■ ;--■ *« '.: 




•', " " ***r /.•'•■ 




' .i. ■V""' - **.*•- 


.': i: 


•- 


- 


















..; - 




'" '» " "■' 














.j V 






















« " 
















































, : 






























• - .•••. 











• 



. ■ r. -■*<■-. • -icf., ■*..-" ">. 



:*<•/>-">-'->•"/ 



OGDEN 



Wv^xis 



GROUND-WATER SAMPLING LOG 




ML 



PROJECT NUMBER: 3R OOP [03 LOCATION: 

WELL NO. ^7 CLIMATIC CONDITIONS: Su^y H? 

REMARKS:_ 



DATE: Ijj2ll22 
TIME: ^^^ 



SAMPLER: Tp, fcfr 



WELL PURGING: 



STATIC WATER LEVEL \J5L38. ft WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



_ linear ft. VOLUM EOF WATER TO B E EVACUATED: 
VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = £jj gals. 

PUMPING RATE: 3, (09 



gals. 



REMOVAL METHOD: B|J^ flaw flw 



ml/min. 



WELL PURGE DATA: 



TiHe 

■9ArE- 

tS3£ 

JUSL 






■ GALLONO 
REMOVED 



_L3l. 
_L^ 

10 
.2^_ 



P H 



TEMP 

7^ 

7-?V £-.?4 



COND. TURBIDITY COLOR 



££3 #o ^>/ _d 



££3 
£22 



ear 



_&L 



-2L 



r-7rf _E1 



J£2_ 



7.72 _5V75_ 



i£l 



9-lk S~>7q c?3l 



<*.&,« £.71 



11 



c f.7l ST71 



31 



H(r X 

LS2L 
L£2 



OQP oo comments 

amg ».7/ S i hti \A i Mfn 



T &W 






21L1 /^>7 



, 173.7 /7-?7 DTU1UL3CL ' 
ISO 2 ll. Hi 



0.2-7. J AS 7 









SAMPLE WITH DRAWL METHOD: Lx/ ■flo*' BjaJJt>f 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: \IOC(HCl) Et>9(fikrS^0A FtTQZ fici) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: II - tO»l ; h'IUerr\*X?r . ^~ I Li* Poly 



SAMPLE ID NUMBER(s): W]T7£S/1 ^^T)^i. 



DECON METHOD: Lkkkl#-xabt ^JuM&^JjiJMaLcial^ ELLlkX. 

PURGE WATER DISPOSED OF IN DRUM NUMBER: OcCot\ ^AC ^>j/S o*^ 

jrrs 



SAMPLES DELIVERED TO: 



DATE: 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallons Ainear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



v 



PROJECT NUMBER: Zl3orjQ/oS LOCATION: MHiC DATE: 3/doy c n- 

WELL NO. Hajzv:^ — CLIMATIC CONDITIONS: ^m, oL., oVj Jtimf- ^q 
REMARKS: CqVWc^ j&j^g 6 °9 OP " SAMPLER: M/&&* <Q 



WELL PURGING: 



STATIC WATER LEVEL: 



°\*.4L 



p 



ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. 



VOLUME OF WATER TO BE EVACUATED: 
VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 



gals. 



REMOVAL METHOD: &LAWXC §>gtO C 



PUMPING RATE: 



KfO 



ml/min. 



WELL PURGE DATA: 



CjD/a/'AJt.'f/K' Do - 13.** \L 



Ttfi-lZ GALLONS 
DATE- REMOVED TEMP 



pH 



COND. 



TURBIDITY eOtOfl- 



u 



COMMENTS 



or/o 



^T 



US" 



11 



1L 



13 



sS*c3 3"3 /,2.^ Ss'h Jlii 



^ . (^ J2i \a< 



<£X. 



< r,o 






5\< 



LUS& <,(*& ^j£ 

SLZlg 
S He3 



U2T3 






QtD3 



s^s* o<*o 






yaB2J 

4 /^ , 



t(/j\! 



Li^t 



1L"Q 



K,SP 



LLS3 



u.c^s 






~fc>-T«~o \cnju^ v=r 



LiJeS : 



Ux<e^ 



SAMPLE WITHDRAWL METHOD: &L7vnr>&:/. StoxCj r(.Crt-~> 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 'JO C I KC? ) \ Hj &JLJ M^ ) ; &J&(w fi? D }y 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: ^';.^-'^ - fH^S ( jj >^gfj ) 

SAMPLE ID NUMBER(s): Uj :L£ >. ^ A-/ iQ ,7 >J S^ (_ ■, kC'U ffg ^■■'■O'.^,^", ' UJ Ll^S -C 
DECON METHOD: iV^.. ; a : 'J < \^-\ '■-, 1 a \ L> * ■£. ; ;0 •..•,?_ ' ^ ^ ~K ff. / ^< f ^ Q ~,' /7 / rJ^f , 
PURGE WATER DISPOSED OF IN DRUM DUMBER: (ijMJU!i£ClL fit " Hfy Mf$C ' cL ' TOC \ Q&Qf $~5 
SAMPLES DELIVERED TO: iTfS 



DATE: 



TRANSPORTER: 



TIME: 



" 



CASING CAPACITY ( gallons Ainear fool) 
2" = 0.16, 4" = 0.65, 6"= 1.47, 8" = 2.6, 10"= 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG ff 



PROJECT NUMBER: _MjM_f LOCATION: ^ llo 00/ 0% DATE: jjjn/ffi 

WELL NO. Bv^lS CLIMATIC CONDITIONS: Cl^,. b^k^lMf TIME: /3 V27 
REMARKS: f tf - V*£jHT&cLi\wh \\ gfl&frU/PQgS") SAMPLER: W/KfO 



WELL PURGING: 



STATIC WATER LEVEL: 10 I.X2- ft WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: gals. 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = ^ '* gals. 

REMOVAL METHOD: %£&£&££ ■-^■^ ^ :i JV PUMPING RATE: I Q<P 



ml/min. 



WELL PURGE DATA: 



,vl t 



GALLONS ■ .-> ..' P 



DATE REMOVED TEMP pH COND. TURBIDITY -GOtOR- ft~ COMMENTS 



iHo<^ floi it^p*! 6n^ _^3»_r o^i. i^oo.c. u 94 



DTi3 /Q/.sT" 



IHrto I.S " iwii £ f -Q C *><~t o-)o 2tSSzJ? U / M 



iM-ij " T--Q t^no Cn€> (,,tfr JM1 3^-7, I ti.%1 



IMrTxg "Z~/£ 1US3 ^T3 ^3= g>>'^^ 3&£sl. u.*ro 
iM--z^< 3-Q U.s^ So~? c*7~ or*f\ 3^.L^ tt^S 



14r ^<P ^.^ n.<^ SV-?o 6.x- QM?~ S3<*3 U.Sil ftTO /o/.ys" 
tMr*^ U(.p hr>S" 5.1C=> 6>^ 0x4-3- s^.o U^l 






"\ 



SAMPLE WITHDRAWL METHOD: %LA£CfL£ ^li^ i'^O ■— 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOcX ^C-fc) ■ MTf ? S(.U^) . ifi^ \.^- / \ l A)^ 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: l f HCy./jJjj - /J'-'/. 'A'S^/k) 



SAMPLE ID NUMBER(s): M t*> ?/ : ; ^S A ^ ^ ^ ?■ c ~/ S S I 



DECON METHOD: 'xl^X-Ox ^rt . T}^ Cl N*\f. ' MfTft £iwS0 ', fa"! 


:£//C^ >■ 




PURGE WATER DISPOSED OF IN DRUM NUMBER: PCC°l^ &IT C /S <-<-*- 
SAMPLES DELIVERED TO: "7- '-> TRANSPORTER: 


> 




k DATE: TIMF- 


f 


CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47, 8" = 2.6, 10"= 4.08, 12" = 5.87 







nam m m ' ^m< hIm mm 



WATER SAMPLING 




PROJECT NUMBER: 
WELL No.: M,^o"S>.Q 



3-3100-0103 



LOCATION: 



MMR 



£v? DATE: ^l tl^o^<n : -- f || 
CLIMATIC CONDITIONS: Cl£M ^<4C^ F TIME: " -'"-\'ov^&' ? 



REMARKS: 



S?ut T t^-»l "Cl^g. 



SAMPLER: -• : y*^ * TTT^ : 



WELL PURGING: 



STATIC WATER LEVEL "ZJ1 . ^fe 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



AT) 



gats. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



^-PQ 



ml/min. 



WELL PURGE DATA: 



TIME 



»o» *o _ 

SOdS. 

MM 



UTERS 
REMOVED 



TEMP 



PH 



TURBIDITY 



CONO. 



ORP 



DO 



COMMENTS 



^.tx> te.oo \.<\9> fefe 1^Q J S>\2^1Q. terete* IcbJI^ 

ta.i& s.gi i.s-<? g7 ^6^.r i^./7 



IP3Q 






^. 



£*.7<J 



3.30 



it>-% S-fcri 






3,*9 



T0.7 /1.3/ 



Qm ff< 



. CO 



-2«L 



3m ^-3$* Dtl/ i-7.*/ /r ^ 



/ogh'S o wpi^ r^<. 

^_ U kp^ tgy g« b c*> 



SAMPLE WITHDRAWL METHOD: 



^LouJ (^o< 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCIV, EDB (N a? S ? 03): MTBE (HCIV, 



TQC .H2SG4), SVOC (None): EXP (None): Herb (None): PCB/Pest (None); Alk (None): CN (NaOH); NOyNCs (H T SO a ): Metals (HNO-Q 



NUMBER AND TYPE OF SAMPLE CONTAIMER(s) USED: 


j, ! 40 ml: J5*1 L Amber S 1 L Poly 


SAMPLE ID NUMBER(s): NkJ % 0<».S>^ 4" 


lo"VoSSL 




DECON METHOD: Liquidnox wash; Dl rinse: Methonal R 


inse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: 


b<zco<+ &AC ^/^c^ 



SAMPLES DELIVERED TO: 

DATE: 



xrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallonsAlnear foot) 

2" = 0.16. 4' = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



> 



'\ t4-n\ 



GROUND-WATER SAMPLING LOG 



Page 1 of ^ 



Environmental & ENERGY Services 
B B H H B fjWMMBkilWLLJWJW ^ 



PROJECT NUMBER: 



3-3100-0103 



LOCATION. 



MMR 



WELL No.: C-^> ' fj M ^ <— 

REMARKS: TfcC fc.tUc.-f "SfKi 



_ DATE: ^J6 /~£Affi; 
CLIMATIC CONDITIONS: ^.,„* u~cL ; i /S^TlME: 1 1 c i> 



SAMPLER: C h / fQ 



WELL PURGING: 



STATIC WATER LEVEL: \\ A- . Vl 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD Bladder slow flow PUMPING RATE: 



AJI 



aals. 



/oo 



ml/mm. 



WELL PURGE DATA: 



TIME 

il u. 

'JJJS. 



\2hL 



LITERS 
REMOVED 



TEMP 



pH 



•" fii Sl 



JC.qQi L.So 



_L. 



9l1v /■■?? 



AS 



r ;,i^ £. Sv. 



"Z-. 



JLn 



^-64 1,4m 



TURBIDITY 

i L SI 
'3* 



3o 



-4, LP 



?,?? c . gg 



/c 



>^ 



COND. 



ORP 



DO 



COMMENTS 



•v 



SLaSH 



rt~». 



Xxl 



<?,?*) k,£o 



*f o 



75~ _/i5 



L3^j '»•*?» ^ /c^.^A^ Dry. i \w 



.23 



fL33 ( > .i g ) liJ^ ->z- 



_M2. 



JL£l 



^.i? 






jLj£_ 



V( 






J_L 



44 B 



2c^ 






bTbOJiJr /il'Tcc 



JfiL 



^>7.S _Zil£ 









SAMPLE WITHDRAWL METHOD: ft I «.«U^ fw^-o 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HC1), EDB (Na : S : 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None), PCB/Pest (None); Alk (None); CN (NaOH); NO-/NQ 3 (H^SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: U_ 40 ml; 3_ 1 L Amber; ^-1 L Poly 


SAMPLE ID NUMBER(s): EiC- WClxy £ ■ Si/y^L?. - ^Cl^/A /U'lXxL 


' 


DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: ~\} -Zc c. .. j f-» J\C. V] S7£ -"| 


1 



^Vtc 



?7 



SAMPLES DELIVERED TO: X. ~ S> 
DATE: 



TRANSPORTER: 

TIME: 



CASING CAP A CITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6. 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGD 

■ ■ ■ 


4 ' '' ; ' 

Environmental & Energy Sfpvicfs 






* 




Page_2rof_^- 












TIME 

11. ZS 
>? i* 


liters 
removed temp 


pH 

.5.14- 
SX3 


TURBIDITY 

3o .7. 


COND 

(.? 

07- 

>5 


ORP 

244. 

, a^7 


DO 

'37j 
'3. >o 

n To 
»4. / j 


COMMENTS 




'/ VrC 1 


. 


/Z. 9,*/ 




»:4S 
-UUj: — 


/-3 ?,4s 






/ 4 7,45 






/£* <7.44- 


ioc^/^ Ol^J irt.^'Vi, 




/6 *?.4c> 




»> 5.4* 


' r. 










frL-> .^tl^ OO = 


71 /7**W 




















" 






F,«mt. -f.^A Fa.iO.-i 


<l< s.^/^ = 


AJTcJ 








07Hc 


T 

3^3:. 


7^^9-S 






7f7| 
$ 6^ 

5. SO 

•? ^"J 
s .Si 

s , <o 


to* 




. m 

- J3$L 

^•<7 
1 ^ClI 


^7^ uvpi .oo M //. TjJ " 










,\/,7s s.w 

^1 -vs' S 0' 


WT^t^.«»l ,« tf4t /JL 


- 


"Wa.-T 4-<;i- 


>s.aS~ ^ lit, 

~\l* .if *. >«- 
ai.i^' <j.73 


0"iV .(^.ci /«. .h//. 
































*Y^ - 


11; 3 A/7( 


j 




































1 






















c 











































OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of / 



PROJECT NUMBER: 313000103 



LOCATION: 



Camp Edwards, MA 



WELL NO. r^fq - ^£ CLIMATIC CONDITIONS: <^ua 



l/H 



| , ^o°F 



DATE: idLhl 
TIME: 



REMARKS: (y\<^c,\\„r^A Uf.r.^u^ Sa a^ifaflsmi SAMPLER: gp/O-l 



WELL PURGING: 



STATIC WATER LEVEL: f / L ■ ^ ( 



ft. 



WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA gals. 

REMOVAL METHOD: 



NA 



gals. 



Low Flow Bladder 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



DATE 1C-/L* (O 



PH 



TURB. 
(NTU) 



COND. 
(US/cm) 



ORP 
(mV) 



DO 
(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



'350 


/o.V^ 


S.a^ 


.*r?-a 


4c 


-«.' 


\2tt 


*&, 


c> 


i>)^ 


't.^ 


svsi 


5-53 


31 


WT.^ 


12.L1 


OC*^ 


O 


IMc^o 


fo.Sl 


s« 


3£f 


rVT 


&LX 


n.Li 


^ftCi 


O 


IMoo 


lO.UU 


5^H 


*?.3o 


tf? 


*ftou 


0.2L 


Q^r> 


O 


Nio 


IC>"?» 


■S/S3 


7*fi/ 


51 


*ttM 


Q.V1 


W5<rs 


« 


WI*S 


fO.(*5 


5-*^ 


*W 


2fl 


<*#? 


13.31 


ftftO 


O 


W^ 


lo./X- 


S.^q 


tO/Sk 


^ 


^n 


\x\U 


^C3C^ 





ma*5 


fo.U, 


5Li 


P-^ 


^T 


3*?^ 


\^:K\ 


^0 


0? 



mio fo-u 5ia2 ^^ a 



vs?. i ta^sa ^o 



_cl 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S 2 3 ); MTBE (HCl); TOC (H 2 SO a ); 
SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/N0 3 (H 2 SO„); Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 



40 m 



I; I 1L amber; H 1L 



poly 



SAMPLE ID NUMBER(S): lyp^.hhXA lO<T ^f-XE 



DECON METHOD: See Work plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



casing capacity (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1of<3 M 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE: /Cfe/?9- 
WELLNO.CSj£i4£ CLIMATIC CONDITIONS: 'xKn/n/, ^&5"°£ TIME: //V^P 

REMARKS: FfN rp>^^ Citsmj^e^ \c^eJl r 0pp^ SAMPLER. CTU/ci/ 



WELL PURGING: 



STATIC WATER LEVEL: (I2^'2fl 



ft. (PVC) WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA ga)s 

REMOVAL METHOD: Low Flow Bladder 



NA 



gals. 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



' iWC- TEMP 

DATE \o( S (O 

\2BL 



ir>oO 



PH 

s, s^ 

CT4 



flow draw 

TURB. COND. ORP DO ra te down 

(NTU) (us/cm) (mv) (ppm) (ml/min) (ft) 
a g g^JLaaias " W-^ cv ) <^frz^ 4^ /u/- gW 



COMMENTS 



IL2 15 H5&5& f £2L 3^ 



Cb 



^ 



3S 



LL£L 






c?. 



1£l 



O 



J 'A v 



^O 



"> 



^ 



CCr^ 



O 



jCL 



(Sr? _o_ 






^£ 



^L 



v^-^ (Las 



<<- 



L&2 



OP 



Uc 



^^ 



fyl pjsgxJ L 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 



(/ 



40 ml; 



J 



lLamber 



; V 



ILpoly 



SAMPLE ID NUMBER(S): lO C ( n h k/ c , le> CL> £ XA W>C Lf. X^ 

^CUtLG l^ c ^tLA LocLtlb 
DECON METHOD: 



See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



^O ilUs^^rv^iflMf - [Q£ffl 



TIME: 



CAS/A/G CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page^_of^_ 



PROJECT NUMBER: 313000103 



LOCATION: Camp Edwards. MA WELL CSI^ - LE 



MML TEMP 

DATEIofl (O 

(I/O fa^Hr 

UiSl 



PH 



TURB. 
(NTU) 



COND. 
(uS/cm) 



ORP 
(mV) 



DO 
(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



>2J£L. 






U2& 1£2£ * r L f^ 1(^ 23: I&&5 &S5 lZli .&. 



25. 






OGDEN 



GROUND-WATER SAMPLING LOG 



PROJECT NUMBER: <l S^o/^3 LOCATION: HMK DATE: (^^/^ 

WELL NO.CSlfLzS^: CLIMATIC CONDITIONS:^TMi4iZ_^Z^!E_ TIME: W-OO 
REMARKS: gj^ <£!&A [ SAMPLER sSU (cH 



WELL PURGING: 



STATIC WATER LEVEL 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = 
Leu p/»u; hle-a**^ Pu~*n 



linear ft. VOLUME OF WATER TO BE EVACUATED: 
&& 9als. 



gals. 



REMOVAL METHOD: 



PUMPING RATE: 



330 



ml/min. 



WELL PURGE DATA: 



»o(n[^ GALLONS 
DATE REMOVED 

Tims 
moo 



(<J fQ 






'W*» 



TEMP 

If. ?e> 

it.*?*; 




COND. TURBIDITY COLOR 



.bo 

<o£p oewwefffs 






HV <z <f^ 



_a^ 



^*_ 



11*7 .'I (Iff aSS <fi 



H3l 



f-«?y c^.^ L5£^ U-Ai 3S 



<<'? 



*S-ft / UjCl. 






^ 



_2^ 



!>.?>£ ^,1? -£^_ 



k3s> 

fr.7^ 
(f.l"S 
fL4I 






^3- 



-£t 



^L 






3j£ QJI 




*4 





gV3C I7.6Z. ,?f^ 

1x2.. i_ mjj. .t? <x 

3^*1. *> /7.Z-7 .^? d & 



SAMPLE WITHDRAWL METHOD: tO/o -£ta*o ^LCL^i^-V^f>7»V>p h^V "TUW/U> 

LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: Uo£ <*&, tiXBf^ShC^ ?\UC>C.b*f fPtKq B*^ 



IfllsiteUx 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 3 - / LA f ^/'l LP II ~ L fC*~iL 

rfr^ffM : 

SAMPLE ID NUMBER(s):l /Q^^ VA QSgfjj ^/j>'p.g/,a^4 <^olLu4z*l Ib/cjtt 

DECON METHOD: jj . ^ - 

PURGE WATER DISPOSED OF IN DRUM NUMBER: <r[.A»V)v*-rJ. -(Wv") CsA(.<eA \ 

ZTS „„. 



SAMPLES DELIVERED TO: 



DATE: 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47. 8" = 2.6. 10" = 4.08. 12" =5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



mm 



RONMENTAL & ENERGY SERVICES 



Page 1 of / 



PROJECT NUMBER: 

WELL No.: r/£J "7 £ 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: 



DATE: <>Z Oct 9 7 
TIME: 0$y<? 



REMARKS: 



Co/kctSpl,tSA~fk yjjL rj? C SAMPLER: &/ /Ttf /R P 



WELL PURGING: 



STATIC WATER LEVEL: /J/ ?/ 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



/u A 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TIME 

Of CO 


o?aS 


Of/9 


? /jT 


0926 


05?S 


Of30 


of3S 


O^c/O 









LITERS 
REMOVED 




/<?<r 


QSO 


3- 7S 


^0 


C IS 


7- SO 


? 7S~ 


/O CO 









TEMP 


pH 


/c.7f 


S3 7 


/O. 7J 


>rl/0 


/0i7 


JCVJ 


/O 66> 


^y-r 


/o &a 


s:«7 


/O-CO 


S'W 


/OS? 


Syf 


/o j~s- 


sso 









TURBIDITY 



o 


17 


o 


7S 


0- 


7? 


Or 


<bd> 


o 


7J~ 


o 


7V 


o 


■S6 


o. 


7jr 











CONO. 

3? 


ORP 


DO 

/S7I 


3? 


436.fr 


/SJZ 


</o 


W4.b 


/s./</ 


90 


</M0 


/s c<r 


6/0 


i/4/o.t 


/So? 


t/c 


W3-6, 


/S-OO 


I/O 


WS-2 


/S. 0/ 


40 


HS/- 6 


/S.oo 









COMMENTS 



SAMPLE WITHDRAWL METHOD: 



lOu> |Ao Id/o-JJi^ p u 



Dui^p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI): EDB (Na ; S;Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None), Herb (None). PCB/Pest (None): Alk (None): CN (NaOH); NO : /N0 3 (H 2 SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 

b.o. = ?ppn 



II 40 ml: ?_ 1 L Amber; %_ 1 L Poly 



SAMPLE ID NUMBER(s): 



CJC7CX4 //JC7B/C 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER PISPOSEP OF IN DRUM NUMBER: 



becou GIK s /s/ei*~t 



SAMPLES PELIVEREP TO: 
PATE: 



ITS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65. 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of / t 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE: [ofc/fQ- 
WEI_LNO.CS-c*?£ CLIMATIC CONDITIONS: dazebj i-».wy Lggg TIME: l/co 
REMARKS: f^is Gaspaaaac ^^- ^pe^ t^ii --oPPm SAMPLER: 3:K/cri^2p 



WELL PURGING: 



STATIC WATER LEVEL: I 33 .2Q. 



ft. fen WELL DEPTH: 
Pvc 



ft. 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA ga | S _ 

REMOVAL METHOD: Low Flow Bladder PUMPING RATE: 



IMA 



gals. 



ml/min. 



WELL PURGE DATA: 



Tims 

BATE 



TEMP 
(O 

to-T5 
M.Q3 

\&$£. 



PH 



5.-5S 


5.*5W 


5\*5^ 


S.S* 






TURB. 
(NTU) 



^ HI 

H?5\ 



COND. 

(us/cm) 

JH 

JLl 

Hi 



ORP 

(mv) 



DO 

(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



^i-> &nu z<ho 



ML 



m. 



Ml. 



M2, 






CLg3 






"K ^ faQ§e^ 






-£2_ 



(O I 



pii^r^l 



LgjfS ^>^ 



/(^ L P-xr-C^.^ 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: voc (HCI) : EDB <Na 2 S 2 3 ); MTBE (HCI); TOC (H 2 SO,); 



SVOC (none); 


EXP (none); 


Herb (none); 


PCB/Pest (none); 


Alk (none) 


; CN (NaOH); 


NOj/NOj <H 2 S0 4 ); 


Metals (HN0 3 ) 


NUMBER ANC 


) TYPE OF SAMPLE CONTAINER(S) USED' 


// 


40 ml; 


T 


1L amber; 


1 


1L poly 

















SAMPLE ID NUMBER(S): L^CTbXE , (a ->£/?£ L-G ) UlO^f.H.A ^ lOC^^LA 

DECON METHOD: See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 
DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE: /o/g-/W 
WELL NO.^SilMUJioA CLIMATIC CONDITIONS: pcA^ AhLr-U^o^ TIME: fcp<Jo 
REMARKS: SAMPLER: Cm[<ZP 



WELL PURGING: 



STATIC WATER LEVEL: (Kp.'d 



ft. 



WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: 



linear ft. volume of water to be evacuated: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA ga | S . 

REMOVAL METHOD: 



NA 



gals. 



Low Flow Bladder 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



DATE 



TEMP 
(O 



PH 



TURB. 
(NTU) 



ItcC 


ILlb 


till . 


H.Q5" 


nil* 


If.^f 


nai 


fi.no 


IOC. 


tt.lL 


M3I 


fl.M 


nflf# 


11.3 o 



>.M3 




=K« 


5./*; 


T-.Lo 


?.ct„ 


Tv*3 


0.-5/ 


VK 


3.^ 


^vffi 


*.<?3 


!■.*&> 


?.?S 


Vll 


Htt 



COND. 
(uS/cm) 

|Q> 



/o^ 



(Q? 



ORP 
(mV) 

3f.S 
2U£ 



DO 

(ppm) 

(.53 



flow 

rate 

(ml/min) 



draw 
down 
(ft) 
o> 



_£a_ 



COMMENTS 
I.S " 



_£>_ 



L.o 



_o_ 



(oS_ 



S-Cr S3. 



jbS 



^t-o 



C^S -3.9 5^_ 



fo' 



-/£. 



1141 



II.3-S 









(©<T 









_o_ 



if-gp 



(Q.o 



o 

o 






SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S 2 3 ); MTBE (HCI); TOC (H 2 S0 4 ); 
svoc (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/NOj (H 2 so 4 ); Metals (HN0 3 ) 

NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: JJ — 40 ml - _£L 1 L amber; j^_1Lpoly 



SAMPLE ID NUMBER(S): toClD^A. [£^_j£zXL 



DECON METHOD: 



See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page1of_/ 



NVIRONMENTAL & ENERGY SERVICES 



m 



PROJECT NUMBER: 3-3100-0103 

WELL No.: (fS/f -//^ 
REMARKS: 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: 



DATE 
TIME 



Ftb ftc*J«*p- - Of>/>/*r 



SAMPLER 



so/a/f7 



/s-/o 



3H/c#MP 



WELL PURGING: 



STATIC WATER LEVEL: /SSZ 6C 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EV ACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



V4 



300 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

/j£o£_ 

ty/O 

/<J7Q 
2±zs_ 

cte£. 

/£/£_ 
/jTSQ 

fsoo 



-wTrns 
REMOVED 



/■> 



V 



TEMP 

//■to 


pH 


sots' 


S.6S 


/* f2 


r*cr 


/0-9o 


s~.cs 


t/.37 


S',66 


// /9 


S~.68 


//29 


5~,6? 


//J/ 


&C8 


// 3? 


SZ6V 


//■<2S 


f.6t 


//-3Y 


S~,6f 


// 3T 


F'V 



TURBIDITY 



<t? 


6 7 


6 ■&/ 


■7-T* 


/3-9 


/o<oi 


/o 57 


H-3S- 


//.3S~ 


// / 


/OO/ 


f.yo 



COND. 

3? 



ORP 



DO 

t2-9o 



</0 


Wcj.j' 


'p. 7? 


WO 


</6£ZS~ 


/J.78> 


90 


</c?. / 


f3.?S~ 


40 


9/Jf 


ta.tf 


i/O 


^7? 


/3-CV 


yo 


y/S'.s- 


p. 71 


wo 


m.s 


a- 7i 


Hi 


wy 


/?.c> 


<4t 


i*tt 


/?.?/ 


HO 


W20.J~ 


/3*o 


WO 


ma-* 


13- 79 



T>f»* J 3 "comments^ * ^ 



nil sz&f 



/0.2 



¥0 



^13/ {£70 






0-5 





.5 





OrT 





0,3 





0-1 





O 3 





03 





0-3 





o<z 





O 3 





0-3 



03 



SAMPLE WITHDRAWL METHOD: 



iou P/oc^ bUJJt. 



PULt~*P 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S ; Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None), EXP (None); Herb (None): PCB/Pest (None): Alk (None): CN (NaOH); NO^/NOj (H Z SQ 4 ); Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: // 40 ml: f 1 L Amber V 1 L Poly 



-^ 



J~1. 



SAMPLE ID NUMBER(s): &C //YE (/3 OS), U C//C G('3 Of\ ^Ct/Y/t QS~/o), 

UCIlYLf/S'/o 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



dr^v-notCcJ? a„J /-Lc ^ G(\Ctd) 



SAMPLES DELIVERED TO: 
DATE: 



ZTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGOEN 



GROUND-WATER SAMPLING LOG 



PROJECT NUMBER: 3IZQoQio3> LOCATION: MMH DATE: UjJoj_^J-_ 

WELLNO.Lg^jS hZ. CLIMATIC CONDITIONS: eJU. . )v ^ ^J TIME: 1^7^ 

REMARKS:_ 



SAMPLER: OS 1 



WELL PURGING: 



STATIC WATER LEVEL K f7 



ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. 



VOLUME OF WATER TO BE EVACUATED: 
VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = ^" 



gals. 



gals. 



REMOVAL METHOD: &L#Qp( *- V..^ £ Fqs>i 



PUMPING RATE: 



/oO.M/n 



fiu. 



ml/min. 



WELL PURGE DATA: 



-©ATE 

is ^7 

/to cc) 
/(a OS 

Q Q±£XU 



GAtt©NS-L- 
REMOVED TEMP 

^ ife- it 



,25D 

i. O 
),\ 
'J-.Q 

9 *f 5 f,\Jb=fa: 



pH 



COND. TURBIDITY eetSR 



-.4- 



-4% 



] COMMENTS 
f 



Li£ 



/J, <>/ -S'.-O f 



/ jj , :>o 



r tS 



trio 



7«f 






•y-r 



L-.6-' 



( 3 > 



ft* - .Yl' ■•> D? S o > . O 



•> . ~> 






/o-; 






^ &JLL 



U.S 



u 



SJQ G ,3°) 



£Q^ 



sg 


&*A 


'H^, ? 


4<J,4- 


<o 7-.*\ 


c r? ,'i 


^e.c? 


M4./3L 


10b ,o 


H.S 



S">)?. , Yh 



- £07 Q ?/ 






c, j? 



AiS: 



Vt-T- 



~5>( jO 4 . E^ 



sii 






4.S(, 



4 , s r/ 



V'J> 



I_L£f *".£?• 



'CO <•-■? /V»*-\^ 



/J~\*-* //,,.,. 



^\/\irr i?jJQviL3: ' 



cool-X/i 



,o) ^ / em — bi <jcy 4^ 



SAMPLE WITHDRAWL METHOD: & l A-p<7 f'ig. SCO' 



ot.O 



oo« 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: l/uC OjoQ ' rTTo t \\\£-\\ t £dg Uj^V^ V^ 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: ?g/>r/?Cr»> - A*jc U>-^ ) 



^o4.' 



\ L. 



j L go^ 



SAMPLE ID NUMBER(s): U5 L. i 7. X A , ^ <. J 2- \'U 'j 
DECON METHOD: 



L. 0vJ . n v.- 3* Uj K.S A ' T) i li | $&g i M ftT t-\ K-i n Vt. ' V>X ^ ' N* r > g*- 



PURGE WATER DISPOSED OF IN DRUM NUMBER: Qj A C _ 



SAMPLES DELIVERED TO: 



DATE: 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallons/linear fool) 
2" = 0.16, 4" = 0.65, 6"= 1.47, 8" = 2.6. 10"= 4.08, 12" = 5.87 




i 



NVIRON MENTAL & ENERGY SERVICES 



Page^lof_2 



iL 



TIME 



ill 



^> 



£j S 






O™ 5 ~ 
6 n-<- Q 



i^iz^I 



ft s c i 



ifil 



HCtf 



j/££ 



r//i 



wr 



LITERS 
REMOVED 

5. s" 



»LlJ5 



TEMP 



pH 



JJL 



jSS. 



£ 



-=1 



5 ,** 



v.;"* 



r 



^ • V L 



-VI 



"> r 



<? CO 



</ c- 



•[•^- 



q± 4 t 









,' «0 



J^£ 



iJC 



jq_£ 



^Lil 



3^.0 



3, ?ja 



,:,■,. »j 



fe.if/ 



Wf 



TURBIDITY 



^■^< kin v-i^ 



/- <*=/• .ST.- 



c \ 



C 4^ <3*. 



jlk. 






*££ 



il 



jlg. 



&2Z 



6.-V/ Hj.ij 



G.ti /£, 0^ 



COND 



ILi. 



ORP 

- ^ o 
-<< 3: 

£&__ 

- 1 £ Li 

- f > 2 

-~f ,> 



DO 

6. Of 
6. St- 



+A 



COMMENTS 



too .-jg» 



frrO gVQ 



PC - ji; J A > 100 -J M/ tG^'Tm ' 



I/O 



^2. 



jB2 



ic^L 






iS. 



///? 



i. -in 



IQ® 



Jj2± 



I I 



TO 



if! 



"*6 



-Uar 



A-S C 



7 C 



7-^'T 



-i 



7. 7 J 



2t 



ZM. 7. 73 IOCj v.L/L . g.^/TCC 



7,7j 



r 



Lcic^'.^-^ A r-.c- j \\ '• 









?,H*Jr*?- A-j/HA-^j - 'A, 



CV,\cy ^.c^'vi r^O - Jj) 



/c 



TTnLiVfl i ^l Pi>l g,w7 To__£^ 1 <-«<- U ^'^ M£- " oJiA - N .TJj- 




GROUND-WATER SAMPLING LOG 



Page 1 of_^ 



PROJECT NUMBER: 

WELL No.: Lfcl^S "Lr3> 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: ^UkloV) <± 
CLIMATIC CONDITIONS: pfw ) U h/"* y. TIME: /7 OO 
NOuvT ^/UC <W ° / " SAMPLER: _C : vJ^A£i_ 



WELL PURGING: 



STATIC WATER LEVEL: !>% , LS) 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



VA 



gals. 



REMOVAL METHOD 



Bladder slow flow 



PUMPING RATE: 



/o-O 



ml/min. 



WELL PURGE DATA: 



TIME 

iZ-<o 



\ 2.2-S 
'2, IP 



LITERS 
REMOVED 



S/C^rv 



£,0 



2L,5 



3.Q 



j^s: 



4*,D 



LZ*3£ 



^T 



/2_3 



£. ^//vc/'^gw j^ 



^ckn^T/K DO -= 



TEMP 


pH 


/era 


L.sft 


/O. t/? 


<r/^ 




5*1 


»0 .1*" 


S".?V 


70, z5 


r, r -*) 




5", <=>*-/ 


'O .,-- 


IL_ 


j 





TURBIDITY 



i 



13. 



l >V 



CONO 

A2_ 



h^{ t _0_ 



>,4y 



9-Z- 



iMAs 

ORP 

jig 



DO 



COMMENTS 
/00/vg/^. 



.tffcC 



aj^ >? . yy? /?*j 253 acI5 



^.^ 



2i 



3T3 ; jb 21 i»<}h~th 



SAMPLE WITHDRAWL METHOD: ^LYVQCXt/f SXp-y-J £^-t_A 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na ; S 2 Q 3 ): MTBE iHCI): 



TOC (H2S04); SVOC (None): EXP (None), Herb (None): PCB/Pest (None): Alk (None); CN (NaOH); NQ 2 /N0 3 (H 2 SQ 4 ): Metals (HNO,) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: }_ 


!.40ml;_f} 


1 L Amber 


ij1 LPoly 




SAMPLE ID NUMBER(s): 


IPl1-UI\' uxXKl 


t £Uu>> 


e^t^yr iLi 


>A ftffc 


"CO 


\-Oi^~L^^L £- 


j 












DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse 


; Dl rinse 
























PURGE WATER DISPOSED OF IN DRUM NUMBER: 


becovx Q(\C 


V 


ifci^x. 





SAMPLES DELIVERED TO: 
DATE: 



£r± 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4 U = 0.65, 6"= 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



Vi> 



OGDEN 



GROUND-WATER SAMPLING LOG 



< 



#m 



PROJECT NUMBER: 3i3O0Qlo3> LOCATION: MM 2 



DATE:.2^cTfr7- 



WELLNO.LfZ^o^-6 CLIMATIC CONDITIONS: ^i^Vi^d r}.L> . TIME: _£5T2~" 



REMARKS: QA-QOr ^;^ Toc j 



t--O0 ; ? gj i^wr g , S^i P^g -t Q 10 L^u> X c^ 



SAMPLER: (U3/*b) jE~ 



WELL PURGING: 



STATIC WATER LEVEL: SJ>^ ft. (jDC- WELL DEPTH: 



ft. 



LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 



gals. 



REMOVAL METHOD: *&-frC0&£ SlO',0 SdLiJ 



PUMPING RATE: '~2^QO 



UfMv 



ml/min. 



WELL PURGE DATA: 



T..M* GALLONS L 
©A*E REMOVED TEMP 



pH 



CON0. TURBIDITY SQtOR- 



bO 



L P'- v C _^_ 



ioMj C^.o^ m^ "^fSP - Zoi^ g^ 



COMMENTS 



io.<*g > cg>vjr ^5 3>^o i=ggL>Sgg ^"^ • ^' 






J2-^OS-tC(keo 



io,^ b~-LQ G\ -l^ 7^&n gjxk 



iO'sg 



±t 



CO'"?>< ^ 



^^ uo.^f> jS51_ l :3£> 12&U 1 o^ £3 






ferr-c^ 



La. 



u 



SAMPLE WITHDRAWL METHOD: ?*'-'\4?CGJl &UxO. ^umV 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: V r ( ^G ) J ^ ?s£ (. '-H^ J ' £&&( ^;S g;<' 

SifOcCj^jJ ' €x? (. >^<o^ i H g :&&( ^*x) ;?e,y (fcdY jjgjvfeV MJE OOq^?) ' Mlfits lh 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: Cv^ Qjf; J jjV /0 0^ ju L ; ? ( M ? opq. j ', Tc?C („ Mj>_S t?^ 
SAMPLE ID NUMBER(s): lOl^HftDA ' OcZ^L-A ' LX_?-Ci?Y/l : 



I 



DECON METHOD: LkQ'J \ D-tiJ A. ^#LiijJ-L^ £i»^vLl H£jjj ffj^jSLj Si£ ^ ; >Ov£l> 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 


X- ' <-> TRANSPORTER: 


DATE: 


TIMF- 




2" 


CASING CAPACITY (gallons/linear foot) 

= 0.16. 4"= 0.65. 6"= 1.47. 8" = 2.6. 10"= 4.08, 12"= 5.87 



OGDEN 



I oil 



GROUND-WATER SAMPLING LOG 



v 



PROJECT NUMBER: ^>l"^ooovoS >l QCATION: M.mL 



DATE: I o|^fa -y 



WELL NO.U^^AdL CLIMATIC CONDITIONS: ^o^^o,S5?£ TIME: ifcjk'oo 



REMARKS: Cc?< 



^Cb NlS?-OS>^ 



SAMPLER.CMJKlh/rYo 



WELL PURGING: 



STATIC WATER LEVEL: <jB ' & \ 't. WELL DEPTH: I V g = ^> ft. 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: gals. 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = AJT gals. 



REMOVAL METHOD: ~R.v frc»=>N^J^^t ex. ^ "Coc-OPUMPING RATE: I *^Q 



ml/min. 



WELL PURGE DATA: 



GALLONS/ ,\ 
REMOVED TEMP 



o 



Un IT. 

t tfrUo 
Q •■ oS* 

orss: ^>fe ^.n'i 



pH 



COND. TURBIDITY 



GOLQ fl 






icvu 
q75? 



-4 quo 



ZL13 Coll - 3-2-Z- 
"7.1"-? OC^ ^q^ 



U 

u_S 



n -<^> <><^ 



M--<fr q^ 3 -Q| C^C 



"7 












C^O 



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0,16 






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<o<^ 



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Xgk 



^>^' 



q.-^e 



COMMENTS 



5J\5 



q.^n 




CSOvAiK t ^> 



T>5~Ph? (k.J 



^>C^o mJ2 U<,> 



SAMPLE WITHDRAWL METHOD: ~V?=>i^>c^N^G a J£_ S>X^oo^> r^Lnv^) 

LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: \JoC-C.V*ClS v Mrr"g=^ ( lAcO^ <B^ g> 
6OG- 7 < Sp^^OC-C > 00^^ (^^CPGOP^^) 1 V\^^.GOo>osE^ Q^^CPCJ^Oo.-o^) , f^Ud jC^ ^ 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: C>-> (.|Oq.Q (r\S ,KJQ J^^OA^OmN, 



LtV^ 



O 



o «~ 



T 



SAMPLE ID NUMBER(s): U^> L. ~2^ I )<C £^ V U3 LJ1> j Y- \_ 

DECON METHOD: U-l O^ *•£> ^^ coy: uJn^,^ g XsrC U> ,.v^S^ v yA£mA UU ^^£r ^X l£ , vj0) < 
PURGE WATER DISPOSED OF IN DRUM NUMBER: O COD^i G /i C ^> 1/ 5 ' <- t ~t 



SAMPLES DELIVERED TO: 



DATE: 



£TS 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65. 6"= 1.47. 8" = 2.6. 10" = 4.08, 12"= 5.87 



\-\ 




Page 3r of D-~- 



i 



: M VIRONMENTAL & ENERGY SERVICES 



TIME 


LITERS 
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GROUND-WATER SAMPLING LOG 



Environmental & Energy Services 



& Page 1 of JjX- 



& 



m 

U 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



date: 2JJ&W33: 



WELL No.. L(L00S^- I CLIMATIC CONDITIONS: ^\\u c\ v J^ TIME: c ]O^ 

REMARKS: SfcJ«4j M oV SAMPLER. Ofj/^ 



WELL PURGING: 



STATIC WATER LEVEL: 



S^L^ 



ft- TcxL. WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO SE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJA 



,c0 



gals. 

ml/min. 



WELL PURGE DATA: 



TIME 

Q*W O 
'0 >^ 



LITERS 
REMOVED 



s/ 



TEMP 



n 


,5" 


i. o 


'. 


^> 


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TURBIDITY 

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2?. C 


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COMMENTS 



m 



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lOOjJJj^ 



SAMPLE WITHDRAWL METHOD: i^u^Zit ^J Ft-otO 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S ? Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None); EXP (None): Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO;/N0 3 (H ; SO a ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


h 40ml;^ 


1 L Amber; j_ 


. 1 L Poly 


SAMPLE ID NUMBER(s): 


LOC<-/ /XA ' 


W>L-M lYL^ 




















DECON METHOD: 


Liquidnox wash; 


Dl rinse; Melhonal Rinse; Dl rinse 


















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


Oc C Oi\ 


Cfic 


oys /"€*■<, 



SAMPLES DELIVERED TO: 
DATE: 



XTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6"= 1.47, 8" = 2.6. 10" =4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -{d 2 ) 2 ]h(0.3) 



Enwronmfntai & Enfrgy Services 










Page i of o^ 










JV^^ 


time 

ii iS" 
>»4S" 

//ss 

/Z2-S" 
'Z.35" 

IWo 

'z-r^r 

1 3oS~ 
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LITERS 
REMOVED 

9,o 


TEMP 


PH 

6.33 

6,/Jf 
6.14- 

L.ti 
6.0*) 

C.OT 


TURBIDITY 

IS",/ 
IKS - " 

/tr 

•26,/ 

;^^ 

24 

fr,3 


COND 

a/3 

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ORP 

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6.6/ 
6.W 
7.3A 
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£09- 
S-,3 7 
y. s~z_ 

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COMMENTS 


;o. <j£> 


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OGDEN 



GROUNQ-WATER SAMPLING LOG 



"Page 1 of / 



m 



NMFNTAL & ENERGY SFRVtCES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 



WELL No: LfctJ&"V~/ CLIMATIC CONDITIONS: ^^fJ^MpjS^jME 



REMARKS: 



SAMPLER: 



WELL PURGING: 



UJ6/ 



STATIC WATER LEVEL: H ■* '' S '? 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



Wfi 



lis 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

yaao 

tZ2? 

TMS*. 

/it? 

iJ/O 

/3/F 



UTERS 
REMOVED 





6.77 
~^2L 



TEMP 

J&(aO 

Ml 

l3>0l G.9I 



pH 

7.97 

7*7 ~tt7 



OT5 



COND. 
P./// 

0.//3 



ORP 



DO 

/•7/ 



~WJ 






1331 






0.1/ S ~W»t A«V 






COMMENTS 






^Y 



17; I 



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1/ 


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1/ 






// 



SAMPLE WITHDRAWL METHOD: 



lou P/ w £,/,. 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



Out^J) 



VOC (HCI); EDB (Na;S-0 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None); EXP (None); Herb (None): PCB/Pest (None); Alk (None); CN (NaOH); NO ; /N0 3 (H 2 SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER^) USED: 



40 ml; ±_ 1 L Amber _ 1 L Poly 



SAMPLE ID NUMBER(S): vj f ft 3 ft Q m /H^^ 



E^ 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



2TT5 



TRANSPORTER: 
TIME: 



m^x 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



nnncil ^'^RP^pa^fER sampling log ;* . £Sp#|o?^ 

Enwronmental & Energy Services . i.: -.. , ;-.j. 

■ ■ ■ ■ ■ HaUHMiHiHi " ^ 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 1^ A^),; ^ 



WELL No.: L£tO S g~ | CLIMATIC CONDITIONS: cjgy^ 3o°r, /f TIME: <)7^A> 

REMARKS. ga<kcj JiteLfStk &*-/&> * '** "* SAMPLER: &£?/&, 



WELL PURGING: 



STATIC WATER LEVEL: ?0 > 0^ > 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES 



fijfi 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



i00 



ml/min. 



WELL PURGE DATA: 



TIME 



UTERS 
REMOVED 



TEMP 



cy &L. 



L4JL 



P H 



fisci.o LJo **? 



tirO 

TURBIDITY 

JdL3- 



**$/<!<* /</ ftj/f, 



CONO. 



ORP 



DO 

'.53 



0Xi£ w 7^) 2,o TJCji X.St 05j 






okss- 



v 



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O^S" 



C^2: 



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CO 

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3l 



C •?*/ 7«V< H/, / 



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*>^X 1>Q^ H.^ 



L$L Ul LL2 



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4 



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113 


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U3 






-U4 


648 



COMMENTS 

iOO*rP/fi~l. 



teo rj?/**^ Oreo ^),o a' roc_ 



SAMPLE WITHDRAWL METHOD: SlJWOQL JLqJ /ZPU-> 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S ; Q 3 ). MTBE (HCI); 



TOC i'H2SQ4); SVOC (None): EXP (None); Herb (None): PCB/Pest (None): Alk (None): CN (NaOH): NOVNO, (H : SO,): Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



X3 40 ml: IJt 1 L Amber 7 1 L Poly 



SAMPLE ID NUMBER(s): (jjCSlY/)] UC5 I X L \ UtS lyD / L)LS I PL 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



beco<s\ 04 C Sy$h 



l^L 



SAMPLES DELIVERED TO: 

DATE: 



rr5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



. 



M VIRONMEN TA L & ENERGY SERVICES 



Page Xof ry 



TIME 

g2££ 

/QoO 

IPS 
Io4o 



LITERS 
REMOVED 

)>.o 



TURBIDITY 



pH 



.o 



TEMP 

L.IX 

kJS3 L£L1 iA 



COND. 



JUL 



ORP 



Ii£ 



Hi. 



IiZ_ 



> 7 -^ 



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4- fry i.&o 7. / 
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MI 



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COMMENTS 







■ --'■<' C<Wffl QNMENTAL & 'ENERGY SERVICES ^ "& ..v rajcra 

■ ■ viiiiiiiiiiiiiiii"ii"i» 



PROJECT NUMBER: ^ : : 3-31 00-01 03 ' '' LoCATJON:' yjffi MMR ^^ ^1 ^^^ jjj|p lj ; 
WELL No.: Lftl7£-£>£ CLIMATIC CONDITIONS: ' SifonV. */fl* ■' -TIME: -"^vi<^y^-> ;.^ 

REMARKS: - "-•'. • .. •.•.= ■■> SAMPLER: "" T~D Hf 'fe > 



WELL PURGING: 



STATIC WATER LEVEL 



g">- eM- 



-WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES : 



/vfi 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE 



^>gfT) 



ml/min. 



WELL PURGE DATA: 



TIME 

\ Q\ ?>° 

iQSo 
\i oo 

lIHTP 



UTERS 
REMOVED 

O 



TEMP 

X'ft 2 - 



y< «-«>£* 



7.r r-^ 



/^••S' 



_&£. 



/fc.-T 



#.-vi 



yq ,^ 



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O^i 



pH 


TURBIOrTY 


vo.Hro 


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to.S-7 


H-7.< 


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5-^7 


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Ca.«y 


r.7 3 


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COMMENTS 



Tvo,> *n.^r' 



~TTW s-7.^v 



ryr<^> - 'S'i.'S.V 



SAMPLE WITHDRAWL METHOD: 



Lol^> \-/o^) b/*.acf* 



■ur 



pu**p 



VOC (HO): EDB (Na,S : Q 3 ): MTBE (HCi): 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

TOC (H2SQ4); SVOC (None): EXP (None): Herb (None): PCS/Pest (None). Aft (None): CN (NaOH); NOVNO, (H-SO«); Metals {HNQ 3 



NUMEER AND TYPE OF SAMPLE CONTAINER(s) USED: 


l L 40 ml; A 1 L Amber ^1 L Poly 


SAMPLE ID NUMBER(s): L/L £/XA A UOLC^OC 


[ 








DECON METHOD: Liquidnox wash: Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: 


Oe coia 


an 


Sysfej~i 



SAMPLES DELIVERED TO: 

DATE: 



xrs 



TRANSPORTER: 

TIME: 



CASING CAPACITY (gatlonsAlnear foot) 

2" - 0.16, 4" = 0.65, 6" = 1.47. 8" = 2.6, 10' = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 

En VI RON MEN TAL& ENERGY SERVICES 


- ' '• 


. .-.•■ ix~^£W^v^-^ : : 


-••'•'" / . . 


Page ~. of _£^ 


TIME 

VlOO 
V2-OS 

13-30 
123S 

tiro 
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LITERS 
REMOVED 


TEMP 

tr.67 

ff.7S 
MA 

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<?.00 

%** 

> rate is 


PH 

7.S> 

7. HI 

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COND. ORP 

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76 -W.J 

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COMMENTS 




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OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of_/ 



■ ■ ■ 



— 



RONMENTAL & ENERGY SERVICES 



gk 



PROJECT NUMBER: 3-3100-0103 LOCATION: 

WELL No.; IRUS^ - / CLIMATIC CONDITIONS: 

REMARKS: 



MMR 



DATE: ///?//? 7 
TIME: /3fO 



SAMPLER: 



r2>, atO 

■-—■■- ■ ■ / 



WELL PURGING: 



STATIC WATER LEVEL: 7/ ° -* 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE. 



/OA 



gals. 



300 



ml/min. 



WELL PURGE DATA: 



TIME 

(3£Q 

/-/t'O 

/>oo 

'>~/Q 



UTERS 
REMOVED 

7 



TEMP 

/O b/ 



PH 



TURBIDITY 



s~ 



// 



±L 



/7 



20 



3/ > 



03 



/02C 


G-33~ 


/0 33 


G-2? 


/0-26 


6 3? 


/«?•// 


6 3V 


/ooh 


£■37 


/OOjT 


6 3% 


/O.QX 


£■3? 


/O 00 


C31 


lA-^ft/Z- 











S-JT./ 


37.7 


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/&'/ 


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9.oo 


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Put* Pi*]. 
0T"t/_ COMMENTS f\ ^fc 



7/ -0 2 



(rifa, A 



3co 



7/. oi* 



-300 



7a 7 



300 



SAMPLE WITHDRAWL METHOD: 



^OJ £/etJ M* 



e*- 



pv"*p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI): EDB (Na;S;Q 3 ): MTBE (HC1); 



TOC (H2SQ4): SVOC (None); EXP (None); Herb (None): PCB/Pest (None): Alk (None): CN (NaOH); NO : /N0 3 (H 2 SO a ): Metals (HNQ 3 ) 

NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: // 40 ml; £ 1 L Amber: 9_ 1 L Poly 

Co/or i^cr^i<i. h-0- Rtfciix^ ~- ?pfj,~\ Tur/fuSih/ arte- U /** gj 6 5a ~y 7* — iS.GV T*' 



SAMPLE ID NUMBER(s): h-AilAJLJLi U? (-7 / / L 



sjc 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



bztovv £/7C ^ysh^x 



SAMPLES DELIVERED TO: 
DATE: 



zrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4- = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Pagel of_^ 



itt 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MWR 



DATE 



WELL No.: LR.U/S 2' 3 CLIMATIC CONDITIONS: Q^<-^cc^{ / £f? '5 T |ME 
REMARKS: SAMPLER 



/0//S-/9 -7 



OJt/o 



f\ P/c/y/Sc 



WELL PURGING: 



STATIC WATER LEVEL: .5" J «/ # 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



M* 



3JTO 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 
O<7$0 

ofrs~ 

/OQQ 

/QOS 

/O/O 
/OJO 

/o^s~ 



LITERS 
REMOVED 

o 



/ 


7S 


3 


so 


S~ 


2S~ 


G 


2 


7. 


/S~ 


9./ 


9 


OS 


/o 


qs- 


// o> 


/<? 


os 


/3 


OS" 



TEMP 

/o 27 


PH 

9.S? 


/0.70 


$'M 


/O 6? 


-7Q7 


/O b 7 


4 57 


// /o 


6Zi 


// 70 


C-77 


// 90 


G-77 


//■</z 


6 6y 


//V2 


C-C> 


//JG 


G 6/- 


//.to 


£.Lt 


// </2 


6 o-^ 



TURBIDITY 

ill 

S3 3 



/£>£> 



9/ 



11L 



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±LL 



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3-71 


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S~B 


-771-1 


7 1$ 


ss- 


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-23V.7 


7 7S 



D ' <** COMMENTS P,/lr£ 



S3-CJ 



/<fO 



goo 



99 s 



5"fr 



2H-f -7<iS 



SAMPLE WITHDRAWL METHOD: 



8/UL 



ir 



fi±2& 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S 2 Q 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None), EXP (None): Herb (None); PCB/Pest (None): Alk (None): CN (NaOH); NO;/NQ 3 (H 2 SO„); Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER^) USED: Jj_ 40 ml; _£ 1 L Amber; H_ 1 L Poly 


SAMPLE ID NUMBER(s): Us L % ' %■ X n 




DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: IsC C Out, G ft C J>j/S TC I — t 


» 



SAMPLES DELIVERED TO: J- / j 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPA CITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65. 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



?t 



\JLoz 



13c <z£ Y 



GROUND-WATER SAMPLING LOG 



m m 



t-1 



PROJECT NUMBER: 



. 3/30OO/03 



LOCATION: 



. mz 



WELL NO. /flWS-2 CLIMATIC CONDITIONS: Ol^V , 50^> 
REMARKS: '^££ j*$g / \ SAMPLER: 



DATE: P/>*/f7 
TIME: 0)4 



WELL PURGING: 



ft. 



WELL DEPTH: 



STATIC WATER LEVEL: S3 A^ 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 



gals. 



REMOVAL METHOD: Loid flbd ^ggtfJH 



PUMPING RATE: 



S^<o/Zz)d ml/min. 



WELL PURGE DATA: 



I |0i£ GALLONS 
■PATE- REMOVED 



TEMP 



pH 



COND. TURBIDITY COLOR 



ipso is.o5 n 42 IlII . 5 ^ 



i o& ■ «o. 0< > EM (o.stp H2 



UOQ /-7.QS 

/Tog 



MQ2 

///O 
015 
LL2Q 

//30 

/L35_ 
//40 

//45 
#13 






$2 S2 



33 



iL4£_ IS 



cfaj 

dfigjl 

rlgflr7 



21.5 

gf 



o(?f 

AM 



COMMENTS 



- ,7?. 4 






^k 



^2_L 



/X££ 4«S? S? ^3-T Cfr*f ^T^J 




£4 .OS 






r72T2 
ST 



-^-4 



£ 



^3 



% 



Z. Z7, 



lo.S) S? l±$ dtol -I5S-? 



ft A ( j 






iZj gM 



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JUL MJ _&4 



if. 



I? 



7TTT gj zn 



5* 



JL. 



izs 



I 






- fil. 1 



y.srg 



-I4S. 4 



?.5S 



zJllUL 



-'52.4 






SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 
DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: 



DATE: 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65. 6"= 1.47. 8" = 2.6, 10"= 4.08. 12" = 5.87 



OGDEN 



Pap, s i^y 



GROUND-WATER SAMPLING LOG 



9-2 




PROJECT NUMBER: "S/SOoO/a^ I OCATION: Mfil/L DATF- 
WELL NO. UlO %-T- c,\ IMATID CONDITIONS' TIME: 


J^dcTCa 


REMARKS: 5fc£ 


6 Pc^cw 1 SAMPLER: 








WELL PURGING: 


STATIC WATER LEVEL: ft. WELL DEPTH: 


ft. 


LENGTH OF SATURAl 


"ED ZONE: linear ft. vm IIMF DF WATFR TO RF FVAHI IATFD- 


qals. 



VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



GALLONS 
REMOVED 



TEMP 

L$5_ 27.o% i2LO<e 



| ISO ^T0J5 



^5" JQ.OS 



/2-gl 



fZlQ S\ .QS 



t./ 

pH 

(p.4 2 t/>p 



3% '0*% 

COND. TURBIDITY 



COLOR 



51 






/& Z c/«W 



o<?P 
-J43.2 



COMMENTS 



l?'\ CitOrl -I3$.f r 



[VI 






(*.4o 33 



J2&2 

/23p 



\1M 
JL 



k>AQ -S 



12 



31.05 

37. Q5 



% 






i 



i 







c/fl^y -»2.^ 



cJa* -»lo6ff 



f/^v -Jcg. i 



0J5 (p. 3p _£9 



232 (fc3g S9 



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-?7.4 



10% 

OV 



ZJ& 



?.ss 



2A* 



JM - 



im 



?,so 



?.S3 



JLfc4- 



<?<«te 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 
DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 



DATE: 



TRANSPORTER: 



TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16. 4" = 0.65. 6"= 1.47. 8" = 2.6. 10" = 4.08. 12" = 5.87 



OGDEN 



ty 4^4 



m m 



GROUND-WATER SAMPLING LOG 



PROJECT NUMBER: 1/?0OQ\o3 LOCATION: A//4C 

WELL NO. ££(,08-2. CLIMATIC CONDITIONS: 

REMARKS: ' %f£ P/wf ) 



DATE: ££teTg3 

TIME: C?'/d 



SAMPLER: ^Mf/ lO 



WELL PURGING: 



STATIC WATER LEVEL: 



ft. 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = gals. 

REMOVAL METHOD: PUMPING RATE: 



gals. 



ml/min. 



WELL PURGE DATA: 



TWfi - GALLONS 6 . "3% 

* PAT &- REMOVED TEMP 

/245 3?.Q5 

I2SO 33.05 

1 255 46.6S 

0100 4 Lb* 

OWO 4f0sr 

0115 44.QS 

QUO 4S.Q5 

o«^6" 



pH 



COND. 



TURBIDITY 



COLOR 



13.03 



SI (3.* cbi 



i 



I3.k> Clfflr; -g|.4 



C£P COMMENTS 

2L3 



its 



k.2-7 



k 



&ip dm -ao-i 



<3.* ^-€07 -77 



-SI 



I2J3 fc>.^5 _S£ 



/3.6 



e]&j~ - 74 



5 



clear 
cwt 



--i\.*i 



233 T^S _^£ 



\S.O CWtj - ffi, z. 



ijA| i»-\\ «m 



i^u 



id-O 






^a# 



.2_ 



-<3f1 






o^7 



U7S 



hi* 



2zt4- 



£i**< 



SAMPLE WITHDRAWL METHOD: C&^fXl (^ / 5^-S /k^ - 8^0%j'/£ ^x^ (/Vf/7/&J T 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



3k£M^E£T2f \®(*,&>-ft.!-- jjfk^gV Toe 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



SAMPLE ID NUMBER(s): 
DECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 



TRANSPORTER: 



DATE: 



TIME: 



CASING CAPACITY ( gallons /linear fool) 
2" = 0.16. 4" = 0.65, 6"= 1.47. 8" = 2.6, 10" = 4.08. 12" = 5.87 



MHM 



jaflf 



GROUND-WATER SAMPLING LOG 



Page 



1 of C. 



# 



PROJECT NUMBER: 
WELL No :_U\\JSzlO_ 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: Dr^zk 



DATE: 
TIME: 



ll/iH/17 



OVO 



SAMPLER: 7Xo D 



WELL PURGING: 



STATIC WATER LEVEL 



1L3L 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



N(t 



£& te^'-j 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

Q3£ 
QfNg 

0150 

iCCO 
IQjO 

IICO 



UTERS 
REMOVED 



I. CO 



TEMP 

&2L 



PH 

6W? 



3.o6 



S'.OO 



7. CO 



H.OO 



1 1 -CO 



n.co 



H£Q 



:7. CO 



i^ CO 



HI. CQ 



X3.CC 



#.11 


C.LO 


S.1I 


L,S<\ 


<^ar 


L> , 56 


%.i\ 


6.5*/ 


*vxs- 


G.bl 


y.3a 


(eMV 


x,jg 


6.V7 


<S>11 


&.*if 


ZS1 


6-V^ 


KSZ 


£.V3 


?. i'7 


£.*2 



TURBIDITY 

37? 
H4% 



*Lfe3 



374 



^U2 



212. 



0V< 



2JA. 



J2± 



JS2L 



CONO. 


ORP 


DO 


«?7 


-5"% 


/?/ 


lot 


'SS'.-i 


' <CV 


to 2 


-53? 


Jo/ 


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"H^ 


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'or 


*3Z? 


T.&A 


jdT 


-aj; 


7 7? 


IO!i 


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9^7 


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iO,fr7 


/OS" 


-wj 


ii>3i 


/^r 


-K<? 


U^~ 


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-itt 


w-sr 



COMMENTS 






bTUlt.lL? 



SAMPLE WITHDRAWL METHOD: 



ioU P /oU h/*JJ^ 



p <j.i~i./? 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI). EDB (Na 2 S 2 3 ); MTBE (HCI); 



TOC (H2S04), SVOC (None): EXP (None): Herb (None): PCB/Pest (None); Alk (None), CN (NaOH), NO : /N0 3 (H 3 SO,); Metals (HN0 3 ) 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: J_L 40 ml; 3. 1 L Amber; Vl L Poly 


SAMPLE ID NUMBER(s): 


Ia/Lio/A 






DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 






PURGE WATER DISPOSED OF IN DRUM NUMBER: DctOi^ G IT C- ^>j/J> 7 C **-"1 



SAMPLES DELIVERED TO: 
DATE: 



zn 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.65, 6"= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 






Page^of Z 



Environmental & Energy Services 



LHUS-lo, 11/11/17 



^ 



LITERS 
TIME REMOVED TEMP 

ilia 27,00 %.h-x 
//3o a 9. co %SH 
W40 3i.oo %.$3 
iiSQ 33.00 &i3 
I^OO ZS.oc *Z.SO 
l^-ID 3~7oc ?.3H 
1220 .17. co x.3sr 
izsn hi. co XjIS" 
1200 H2SO Z.<o7 
n/o HH.oo fc /<? 

tZTD HS.SO Z.7H 
I220 rp -*9i00 hG.oo 7.^ 

itho ^7.50 s.x; 


pH 

fc.Vx 
6.Y3 
£-«// 

6.Y6 

4. J? 

4-*3 

M/ 

MY 

6.Y2 

4-Y3. 
6*</3 


TURBIDITY 

m 
no 

lOH 
T7.V 

7US ' 
&L3 

ZO.C 
£3.3 

TZjO 
77^ 
7Zf 
76-1 


COND 

/ov 

/or 

m 
icy 

10a 

10 & 
IOC 
106 

k>2 

(OS 

10& 

IOC 

IOC 
ICC 

ios~ 


ORP 

-V72 
-/7S" 

-I7S 
'HO 

-a03 

-30/ 

-330 
-23£ 

-20/ 
-3^ 

'3S& 
-33.0 

-333. 

-32Y 
-337 


DO 

Q./3 
I3..7 

/3.&/ 

p,£.? 

13.7? 
tl./i 

/In 

,1.73 

ly.os" 

IWHL 

H*(oO 
Ihtfl 

P-07 


COMMENTS 












rsmp.-psscr srtyJS /if ^) L 


OTW'ji.%' 




1256 tf-co Z-^ 
IHCO £0.Si5 gf.d3 


Mk> S2.CO S-frf 




H20 S3.S0 ZS3 
mo 55.CO Z.W 




frrvn.w 


SiUfltUlttfO 


eoS aa ox 
































frttfilA llfJft/ 










0_jv) kin 04 












^r^;.^ ; -^ ? (j-LC 






















4 . :- f. 'jn nw[Tfr.. QQzQi t ■-. 1 L 


























To<l& v^iiyo i/isr^Ls 


o:-i_urr' <- 


r'JxJ "}?>*. ^ 


-aj. s 








































































OCDEN 



GROUND-WATER SAMPLING LOG 



r 




PROJECT NUMBER: 3 i 3QQQ /o^ LOCATION: Mm(1 DATE: Udkj!l3; 

WELL NO. r l5~U? CLIMATIC CONDITIONS: fJZgfgf, i>wL TIME: _jWO 

£•50^: " 

REMARKS: ^2£^£ ^f/a +*L.,+ SAMPLER: M//cP/ K O 



WELL PURGING: 



ft. 



WELL DEPTH: 



STATIC WATER LEVEL: 20-OZ. 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = /M gals. 



gals. 



REMOVAL METHOD: M*JJ^ s/oua fdmJ 



PUMPING RATE: 



a<Q rl/n^ 



ml/min. 



WELL PURGE DATA: 



— &ATE- 


■ GALLOWS- L 
REMOVED 

3 

4 . io" 


TEMP 
| 2.. 2^ 

U . W 


PH 
L . +U 

6.IH 


COND. 


TURBIDITY • 

M7-.4- 
500 


rrii nn 


-320 


»4£r 


-7i,Z 


J Sov 

1 K i 


9 . 00 


6i" 


-z2> 

- i W 


;T2P 


C*.40 
L-.i^ 


(j $ 


-fc^T 




-to.3 

56. <> 


3V> 


ibZJ 
Me 

J 7CO 








COMMENTS 

DTiaj aP.co' tog- 



o.£2. 




i.ia 


O k~ ^} /"J i viy^ vv> £~0 i CY" 


2.SW 


Crr i-.j ic «?o ' roi. 


■*.<?*?• 


> 


5,6/ 




k.l£ 




l.*h 




L.1f 


fe-wi Z'- 1 >•"'' TvC 


}.l Q> 









SAMPLE WITHDRAWL METHOD: B C-ftO £ £ £= ^<-J ! ^ E^2 ■ ^ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: \S0C- Ujg ,-J L^CaL) . fcP6 - 1 ^O.Jj IjU ty) 
HT &£ - .S f£Q U ' TOO- £ fO wj. (JbLSO^ S^Xr L \ L felflfeg. ', ?Cfl /p£s7 ' 6 ( /■ /Arx3££ ' 

NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: QUA 'JLLk ^Mf, &.P - ~L j L Agff&g/, Alt- I liM ^ 



SAMPLE ID NUMBER(s): tO ^ ? Q C/ A / ij g '-7 Q U 



bt&b) 



DECON METHOD: /Vb»-o .^C* tv.^A' rjl-OnJ^y. • M»,1n ^jnjSc.'. ^L gj tOjC 
■ — j ; 1r ? 

PURGE WATER DISPOSED OF IN DRUM NUMBER: O^COiA GftC Oy Sr^*^L 

SAMPLES DELIVERED TO: T-T'^ TRANSPORTER: 



* 



DATE: 



TIME: 



CASING CAPACITY (gallonsAinear fool) 
2" = 0.16. 4" = 0.65. 6" = 1.47. 8" = 2.6. 10" = 4.08, 12" = 5.87 



■*••..'• •' 
■ . •. > . 



mm 



GKOUNU-WATEK SAMPLING LOG 



i ..,,.- 1^2- 



afflmaaa sffi^i 



t PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



/jimr 



''WELL No.: 
f ( REMARKS: 



9$"-/^ 



CLIMATIC CONDI7 IONS: SVahui C ^, 



£v^f (j-zio) 4* I* 



2o 



7 V 
r 



"AIL: / 6>/^/? 7,T 
TIME: °9 56~' 



SAMPLER QH /TH 



WELL PURGING: 



STA'IIC WATCH I EVkL: 



0,4ft 



fi. wii i. m : .pin 



LENGTH OF SATURATED ZONfi 









■■■■*;.*"'? 

. ;..'»r f.-r. 
< 3? li 

V.J.V 

' r ■ - • '. ' 

••'■ *? '*& 

.7 a< ^«J 



» VOLUME OF WATER TO DE EVACIUAILU X 3 CASIMt J VOLUMES = 
J REMOVAL METHOD. Plodder slow flow PUMPING HA IE: 



hJfi 



Qoo 



finh. 

ml/mift 



WELL PURGE DATA: 






LITERS 
REMOVED 



*£ 



^a 



aaac 

j: OS3Q J<3,<3> 



£ , Q 



JLfiL 



"-oyvs" 



li.O 



JZ,<3 



; :OVgo 



l3 D 



Jf-e 



' foQ 



TEMP 


I'H 


r,'? 


?,7Z. 


ST- '3 


Z.z/ 


8".<>T 


?. k i 


^iO 


?,?} 


3,2-4- 


133 


r.3o 


?,/5- 


ar.^r 


">. o4 


ST.&T 


?,o;, 


5".?^ 


l./O 


tie 


7./1 


8,43 


?./* 



TunoiDirY 

/s-.i 



^=^ 



COND. 



onp 



DO 



comments 



3^2 



AAl 



2,2? 



7-OJ 

TT7 



/■?? 



/,fr6" 



/6/Q 



S,4S" 7,Z/ 



.** 


-"i*^7 


3.32L 


S3 


'<*/ 


0.9) 


rz 


_ *i? 


*./$" 


sa 


-W 


tPS" 


Si 


-2/0 


5" .76 


^^ 


-/?8 


6.^7 


S2 


-7S?7 


6rS"4- 


^-i 


-/+S" 


6.W 


£2. 


-tt^ 


?.<>} 


SZ 


- IZ-i 


~*JI 


G* 


-/{< 


2J4 


62. 


— iC\r 


?.i? 



L£3 S^ - ij 7,2^ 



peonJ/*^ i 


-a<?ir 




t -i 








■;. 


ZOP w^ /n^ 


W.Sb'^ 






"•'. • : 'X< 







^SAMPLE WITHDRAWL METHOD: ^L.^/)fJc/Z Pt/^-P 

? LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



•tst 



-. "?.' 



VOC (HCI), HUB (Ua ? G,Q 3 ); MfOE (I ICI), 






; 'TQC (H2SQ4); SVOC (None); EXP (None); Hctb (Nono), PCI3/Pcsl (Nona); Alk (None); CM [NgOHJ; HO/NO,, (H^SO,); Motaln (HNQ 3 ) 



"NUMBER AND TYPE OF SAMPLE CONTAINERS) USED: 



40 jnl; ^JLAmb qn _ . 1 L Pol y 









S* Mi-si 



"A. !■.,- 



■U i ; • ■ 



f.i-'-v 



i- .'; 



; < SAMPLE ID NUMBER (s): UlS'i4-A 



1DECON METHOD: 



Llqiiidnox wnsli; PI Huso; Melhoiuil Rinse; 01 liir.c 



PURGE WATER DISPOSED OF IN DRUM MUMPER: 



ikcrtJ6rt<L h ttr* 



./SAMPLES DELIVERED TO: 
vDATE: 



£Z£ 



7RANSPORIER: 
riME: 



^Well Screen Volume = 0.041 (d) z 'h 



CASING CAPACITY (gallons/linear foot) 

2" = O.IG. 4" = 0.G5. 6"= 1.47, 0" = 2.6, 10" = 4.00, 12" = 5.8/ 

2*1 



Saturated Filter Pack = 0.041[(d1) 2 -(cl ? ) 3 ]h(0.3) 



i 



OGDEN p Zt:'~ 

#■ ■ ■ ■ ■ — — — i Afl^/3 7^ 



LITERS 

TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 

oW" /?- %& Qto I-S2. S7~ ~ c ,l 7-J^ 

q<ho Li 842 <^ /■**" 5^ -rsr -Zii 

o?/r /9 ZJ3 ^-^ /,,Tf £Z_ 113 _i/5 

Q9z<7 ao S.Sr 6>3 / . ^ £2^_ -?fr _2JI 

QU5 3.5? g.5F 6,1/ /,0* 53 i2i 7,/? . 






': 



OCDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of A / 
L 



PROJECT NUMBER: 313000103 



LOCATION: 



camp Edwards, ma DATE: l£>hZkL33: 



WELL NO. £3^13 CLIMATIC CONDITIONS: ck** u^^ y yg"F TIME: _96^_ 

REMARKS: SAMPLER: crf/pp/*^ 



WELL PURGING: 



STATIC WATER LEVEL: ^5 . ^^ ft. WELL DEPTH: //"rr.-ft^ ft. 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: NA ga |s. 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA ga | S . 



REMOVAL METHOD: 



Low Flow Bladder 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



-TIME 

■tff \ I t 



TEMP 
(O 



PH 



TURB. 
(NTU) 



COIMD. 
(uS/cm) 



ORP 
(mv) 



DO 
(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



(&(\ 


q.^-i 


toZ.0 


<=r.-> 


/<p1»q> 


<?.<N^ 


/o^o 


<?.<?■* 


t&^O 


1^4 


Ifoo 


cj.CG 


(I/O 


f.uL 


i/zc? 


^.C1 



teJ ei 1MZ- 



Lttts i?>L 



Z13- 






ZH£. 



L33: PSQ 



//^o Sfea 






23l 



1151 



V^ 




(Ml 

I.O/ 

?-5l 


-^*50 


ty^r 


<Pet> 


WT- 


J?FC? 


V<T 


,0*=^ 


£> 


QRC? 


(<><=> 


^»5^ 


L& 


25<z> 


LO 


ap*> 



L3: u 



^Z5 



ftjrgasf 



L^ 



3x ZS 



t zas 



/W.'z.t 



t4^SI 



3f^ Lo 



^(■3 



5-Cyg, ^«5/Q 



LS25I 



~. 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S ; 0,>; MTBE (HCI); TOC (H 2 SO a ); 
SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/NOj (H 2 S0 4 ); Metals (HN0 3 ) 

NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: j / 40 m| : Jt- 1 L amber; J£j\ L poly 



SAMPLE ID NUMBER(S): bO^HSA, ^>?<?/^L_ # \^SSiS£ 

DECON METHOD: See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 
DATE: 



C&L&g£lA2xgd£ &<^ : SPPM, 



TRANSPORTER: 
TIME: 



CASING capacity (gallons/linear foot) 

T = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page.P of p 



* 



PROJECT NUMBER: 313000103 


LOCATION 


: Camp Edwards, MA 


WELLES -1^ 


DATE 

!Mno 


TEMP PH TURB. 
(C) (NTU) 

/o.9fs (^^O- «5c*> 

/o.s^r ltj >?*■ 


COND. 
(uS/cm) 

S3 

.53 

S 


ORP 

(mv) 
lL.t>> 

Si. -3 
i(* 


flow 
DO rate 
(ppm) (ml/min) 

lr AC* pc*z> 
LAo 9tto 


draw 
down 
(ft) COMMENTS 


2"5.Q«=r 


3"3- 


J^?.^- 


^3 


^.^ 


^h 


■Zri.G 


ga 


W5 


tq- 


H5.^~ 


^M 








































> 















GROUND-WATER SAMPLING LOG 



Page 1 of 



■NVIRONMENTAL & ENERGY SERVICES 




PROJECT NUMBER: 
WELL No.: c ) ? - / 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS 



: cUnr, 3£1£ 



DATE: [q Mo^ ^V 
TIME: O*5oo 



REMARKS: 



IWl.caT^ QU.gc. r>m 



iio ^ nd 



SAMPLER: Ch/AA 



WELL PURGING: 



STATIC WATER LEVEL: 



*/.33 



.^TOc 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES 



/Ofi- 



gals. 



REMOVAL METHOD 



Bladder slow flow 



PUMPING RATE: 



MZL 



ml/min. 



WELL PURGE DATA: 



TIME 

efi! s 

iCI o 
tOlO 
lOlO 



LITERS 
REMOVED 



TEMP 



PH 



jLa Y 



3.S" 



^H 



^s_ 



ifc*S 



3^1 



y.s 



£. 


V5» 


3_ 


LO 


? 


it/ 


9. 


^^ 


* vo 


_i 


yv 


c i 


is 


% 


$3 


"i. 


tf) 


9 


*13 


^ 


.yVfl 



TURBIDITY 



CONO. 

•O.tTO 



ORP 



do 



ixftS lbO.fr ^S ^*- 



i 



^M h*J 



22± 



pz. i^O'Z- ~hU> 1c// 



L-&L >oy. I i£3_ 



/■■•ov V> 2= JL 



6. oh- sy.n 



JLi. 



k:*£ ±U3z 



S3 



_zU2 

JLUii 
t4. o) 

3 S3 .4.1^ 

3SCg /4,4(J 



comments 



/c 



/"hXA / «■'■<■- 



6.0'/ 3*7.^ 



6.^ 



S5 



39 



'4.4? 



44,0 



JQ 



1"^ tfr,4<- 



Q 



3T-T- -&S* 15J LL3S d5j 53S] 



>'•<? 



Vu> 



3cjO i<v ,4 <^- 



SAMPLE WITHDRAWL METHOD: R< ££££& "TiLL'-^j ;-u J 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na^Oa); MTBE (HCI); 



TOC (H2S04); SVOC (None), EXP (None): Herb (None), PCB/Pest (None): Alk (None); CN (NaOH); NOVNOj (H 2 SO«); Metals (HNQ 3 ) 



NUMBER AND TYPE OF 


SAMPLE CONTAINER(s) USED: 


^10- 40 ml; /& 1 L Amber: 5l 


1 L Poly 










SAMPLE ID NUMBER(s): 




Ui^C 


iL . V^lTC 


id . OWiOL 














DECON METHOD: 


Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 


















PURGE WATER DISPOSED OF IN DRUM NUMBER: 




UCCOrx 


GAC 


Sys ^— v 



SAMPLES DELIVERED TO: 
DATE: 



TTb 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



L 



1*1. 



Well Screen Volume = 0.041 (dph 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 )h(0.3) 



'■<fa I ii 



■eo' W . Ik/ J. 






TIME 









Enwronm fntai & En fr gy Services 



Page_^of_^s 



LITERS 
REMOVED 



TEMP 



pH 

COM 



TURBIDITY 



OS- 



COND. 

1£_ 



ORP 

36'?- 



DO 

14, SP 



COMMENTS 

l'J(f/££ Mt.TtbC ttior^ A 



oso (o> <r °\A^ c.c2> ai.O v^ 



3>G 145/ 



U .-c 



q.^ co3 *'■<) *s ~st-3 aJQ i& Lo Jl 



fYr\\ 



il^S "I'** ki*3 LiLiQ KM ?>o 14. SS: 



> VS ~ 



IV, ^> 



<s.^ 



IA" 



l>.^> 



1 y.-o 



L8Ll£ 



tR.oc 



/o.c3 
10, 4^ 



C i «Q^ 'Til ? _£A. 



S3: I )<r-5C / 



G.Q3 l<f,}D <sS~ "^ I l4.£"f < aO t wg /*<w» 



'1.4^ _V£ 



I. C3 



"&1S i4-,<^ 



^-3T' _*£ 



39 



L.°S ^,10 



£L 



SL 



U.E3> S.SM %% 



L<i3 4-^ 



JSX 



3>3 



i 4,$Cp 



Cotou^groc DP -= /Qyy s g I (_^ 



**LA, 



••■-> 



GROUND-WATER SAMPLING LOG 



Page 1 of^L 



Environmental & Energy Services 



u 

■4 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



WELL No.: PAlO 'l V ?, 
REMARKS: 



CLIMATIC CONDITIONS: CV*>.f>.<A 



DATE: f ^ Aw f ;7L. 
TIME: /tT3a 



SAMPLER: tV/ /A& 



WELL PURGING: 



STATIC WATER LEVEL: ,\j, i , 'y / 



WELL DEPTH: 



l£l< 2 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



Nft 



/c~l t*jl />.*.■. 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

l£±£ 

VS££ 

/L--C-T 



Q7-3S 

o*4-o 



LITERS 
REMOVED 



i. <-> 


1. 


S" 




o 


/. 


}" 


- 


K' 


i 


T 


a : 


o 


S. 


V 


£j 


s 


5 


. 5~ 


6 


/ £" 



TEMP 



V <L 
? YL: 



pH 



TURBIDITY 






< — 


(i 


. ^ i 


t, ,w^ 


L 


. <-"•', 


_L 


. / O 


£ 


o"\ 


_^ 


, U 


c. 


'3 


c 


IS 


<1 .(.■ ■■ 


C.4Z. 


6. 


L.Q 



i 


- i 
C- ■ ~J 


^ . 


O > 


'1 


30 


•} 


To 


1 


1 z. 


"~< 


c, o 


•? 


'?_ 


/. 


V 


/~ 


-.5" 


^ 


- ^* 


bu 


.0 



CONO. 
Jj 



J±lL 

7w 



^tT 



ORP 

< o o 
Met, 



DO 



/I 



COMMENTS 



_L- 



_LXJ1 



/ 3 



IA» 



4o r j 1 -w "Pm. 



/'.if 



' C J 



'l.i-f 



jji 



vQ? A 



_L^_ 



C J 



5S/ 



>* 



3fW 



H;i> 3c /Joy 9?- DrU)21.fo 






7\ 



SAMPLE WITHDRAW! METHOD: 



T5 



W/vopa-^ %l^ /-/'j-lo 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na^Oa); MTBE (HCI); 



TOC (H2SQ4): SVOC (None); EXP (None), Herb (None); PCB/Pest (None), Alk (None); CN (NaOH); NO;/NQ 3 (H?S0 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF S 


SAMPLE CONTAINER(s) USED: 


1' 40 ml; 


£} 1 L Amber; Jj 


1 L Poly 












SAMPLE ID NUMBER(s): 


LO^OZ./} '. 10^7 dZL. 






















DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


beco*. GA-C 


M 


fcj»\ 



SAMPLES DELIVERED TO: 3^T~ ± 

DATE: 



TRANSPORTER: 
TIME: 



•r 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.85, 8" * 1.47, 8" = 2.8, 10" = 4.08, 12" = 5.87 

Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 






TIME 

17o 

o VSo 



Environmental & Energy Services 



Page j^ of _^ 



LITERS 
REMOVED 

">. o 



/Y\-S/C"\ Mi/ 



PH 



TURBIDITY 



COND 



*.0 



TEMP 

?./*/ 

9. "33 6-^3 40»^ Vl 



ORP 



ca s?.^ 7* 344 



1£ 



3L3Q (<<^ Ll.z^ vo 



/o. o 



8-. GO Q-^S 



I*'* 



5/ 



36*) 






COMMENTS 



_ti^ 



&S4 6-^ T-.O^ S/ 37Q /3,4b igO tJ> '/ 



(\*4S~~ 



IZ.O 



U? Q.Z.U 4,<^ VZ 



3>J 



)ldU 



2 .^~ a.tv l i,l a. 00 &£. 3^^l >l>n Dr^> ^ ,°)X' ICC 



ii^2 



^jr^S~- Co(b^-f s^ Le 



3,^ (p.?.o U- ?3 : £*_ 3^Z /3,45 



TcgJ^Orr ^ ^gAogjff >M£Trt<- S ^^cgcT / saJ - 4J - <2§l1 



* 



GROUND-WATER SAMPLING LOG 



Page 1 of J. .«$* 



m 



RONMENTAL & ENERGY SERVICES 



. M 



- 



PROJECT NUMBER: 

WELL No.: Mu3^>~3 



3-3100-0103 



LOCATION: 



MMR 



DATE: Qf/JdJ^l- 



CLIMATIC CONDITIONS: c*A/\ 3o" 'f TIME: O^OO 



— _ _ ►*© to wd 

REMARKS: \v*A ?< tOig, toKSTftcS Cot*AJT*djJ > P«q? PuX 



SAMPLER: dtf /Art 



WELL PURGING: 



STATIC WATER LEVEL: 



^'- !L3 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = A'/? 

REMOVAL METHOD: Bladder slow flow PUMPING RATE: /OQ 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



c 


+ 


\o 


c 






Q 


1 


\ ~> 






i *~ 


c 


r 


s- 


c 


#- 


3 '/' 


f! 


> 


\X *-' 


< ' 


7 


l '*> 


Cj 


i 


-S \ "*- 


c 


}■ 


J ".. 


r 




^ '* ^ 



t*H 



TEMP 

JJ_ 



PH 
4-7 



TURBIDITY 
-1. ~W 



CONO. 



ch_ 



3dLLl }S - 



■ V">- L 



14 



;» •*. *- 



?.»»4 



iii 



i 3lS 



1, ^[ 



a v 



JO. 



v3 



+ -^c- 



> v , 



<-oV<rvK«^-cir' c_ DO- '< ^~» | 



L, 


i 3 


c 


C M 


< 


*.- 


s 


'^o 


r 


1-^1 


<" 

j 


. "/>' 


*»,"> t 


c - . ' 




,Cl 




. "^r ' 





». av: 


''. 1\ 


1 , ?"i. 


1 b-i 


\ . T 5f 


i . 3 O 


i, 1 3 


o 


V 4 -/ 


O 


- (, <\ 


t \ 


is b 





i 1 1 


MZ 


i i s" 


' tv: 


1 2. i" 


iz-y 


S3 1 


'i i 


M 1 


' I i 





ORP 



^.i-s 



DO 

l ?• r i z. 



COMMENTS 



(<* > '<*!> 



'T-.'-i 



j o 



V*.. 



/y.z./ 



12- 



j i 



iS, 3- / Dtt,v. .?y ,-)/ ' r-or . 



SAMPLE WITHDRAWL METHOD: F\L#f)Q6rl 5/<.V 1^0 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (NajS^Oa); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None). Herb (None): PCB/Pest (None), Alk (None); CN (NaOH); NO : /NQ 3 (H 2 SQ 4 ): Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: j j 40 ml; \ 1 L Amber jj 1 L Poly 



SAMPLE ID NUMBER(s): lO^^J"^ ' tO^^Q^, 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



be co* G/IC S/ 3 h^ 



SAMPLES DELIVERED TO: TH 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



Well Screen Volume = 0.041 (d) 2 *h 



Saturated Filter Pack = 0.041 [(d1) -(d 2 r]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of J_ 



. 



NV!RaNMENTAL& ENERGY SERVICES 



3-3100-0103 



LOCATION: 



MMR 



DATE: 



sr-2f~ff 



PROJECT NUMBER: 

/ / " 3 CLIMATIC CONDITIONS: S«**//7e^fl~ ^TIME: / 3 S~0 



WELL No.: 



REMARKS: 



SAMPLER: 



B6r/S# 



WELL PURGING: 



STATIC WATER LEVEL: 



LENGTH OF SATURATED ZONE: 






WELL DEPTH: 



ATM 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



fjfi 



ns 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

iwr 

/YA7 

< 1*7 
/*¥& 
/ YY7 
/yr* 



UTERS 
REMOVED 

o 



& 



TEMP 

/3>DT 
ZdJJ_ 

Me* 



pH 



TURBIDITY 



COND. 



ORP 



o-es/ /7?Z 



£L2g 

V.7J 

A 77 

/.C7 



DO 



P^ Vt Comments 






#0T0 Sfftf* /?>*£ 

**rz> 3£Z ;/-* / 
***? *?e? oao, 

*0*S9 tefsl ZL2Z 



»f 




/*.*$ 


it 




»/ 


a 




«« 


H 




u 


u 




•< 


« 




If 


II 




'( 


M 




// 


1 




V 








? /5~*0 



SAMPLE WITHDRAWL METHOD: 



s« 



gW*^g 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na z S,0 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None). Herb (None), PCB/Pest (None); Alk (None); CN (NaOH); NOVNO-, (H,SO,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPL£ CON^AI^ER(sLUSED: 



So.~fle~ # 



:3 1L 



_ 40 ml:^£ 1 L Amber: 1 L Poly 



SAMPLE ID NUMBER(s) 



CDlomtW\<L- £>.o. —/9f > f*^_ 



DECON METHOD: 



Liquidnox wash; PI rinse: Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



TRANSPORTER: 
TIME: 



CASING CAP A CITY (gallons/linear foot) 

T = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.37 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d,) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of 2. , 



PROJECT NUMBER: 313000103 



LOCATION: Camp Edwards, ma DATE: \bhc^ffi- 



WELLNO.Mfcm-h CLIMATIC CONDITIONS: <^r^f } U^>, ^y TIME: froo 

4o°f 
REMARKS: SAMPLER: c&{&& 



WELL PURGING: 



ft. 



WELL DEPTH: 



STATIC WATER LEVEL: 3^32. 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA qa | S . 



ft. 



NA 



gals. 



REMOVAL METHOD: 



Low Flow Bladder 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



DATE 



TEMP 
(Q 



PH 



TURB. 
(NTU) 



COND. 
(uS/cm) 



ORP 

(mV) 



DO 

(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



/no 


«£» 


Ul- 


H.s=i 


ui*r 


1s:vk 


LAU 


ai.&Cr 


(/2<p 


f.c^- 


L.lo 


52- T 


I/-2.0 


<12M 


{-,&? 


I5<S1- 


f/^o 


<7.Z<=r 


L.c^ 


StCsO 


U6C> 


<?■*& 


k.o<-/ 


riffs 


\Z<=><=> 


<7.U* 


L.os 


li a 


\7.ic=> 


<T.<W 


L.o>Z 


\tt 



-&£> 


1%% 




/OQ 


-*0 




^1 




^q 




^6 


Z5o o 


^5 




**<* 


Zc-v*-> 



e>.S oal . A^r-r^ 




S.o 


^.<=> 


5.*=T 


-B c^ 


/r.ca 



i-," 



IZZo S3k k-e>3 am "TC" ^og.4 HM5 



W.o 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S;0 3 >; MTBE (HCI); TOC (H ; S0 4 ); 
SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/N0 5 (H 2 S0 4 ); Metals (HN0 3 ) 

NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 1 1 40 ml; _g_1 L amber; ±jj\ L poly 



SAMPLE ID NUMBER(S): Lo^'fe^A . f^^TC^t,. 



DECON METHOD: 



See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



Cc?Up,£iA>fgfi£(C kQ - |c>rt3/M 



CASING CAPACITY (gallons/linear fooV 

2" - 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page^)_of<2_ 



PROJECT NUMBER: 313000103 


LOCATION 


: Camp 


Edwards, MA 


WELL: mja^T^-«t 


DATE 
IZ^O 
IZWO 

1 300 

Moo 

/mo 

SAHf(J 


TEMP PH 
(O 

«3 ir.^3 
9.S-7J Zs.oS 

<?.(** /-.©* 

cr.ft. /„.<*-$. 


TURB. 
(NTU) 

(^ 

^^ 


COND. 
(us/cm) 

-»* 

-sa 

■re 

^5 


ORP 

(mv) 

i*n 

4(1 

^(<? 

4a^ 


DO 
(ppm) 

KM* 

/t/.cfl 

nit* 

N.lU 
N.N 


flow 

rate 

(ml/mln) 


draw 

down 

(ft) 


COMMENTS 
C«T£a S 

1*1.0 - 
3 (.to 

2k.<b 






















/ec, 




























w-Tf ?<Z\c?fr- -ps 


Mfrt/Sc^fccnnto! ?.^c>!^-n 


AT 
































3 




j 















OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of_/ 



NVtRONMEHTAL & ENERGY SERVICES 



Enw 



PROJECT NUMBER: _ 
WELL No.: R iJ - / 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: /FPtlo ?r 



CLIMATIC CONDITIONS: Oj^J^SJ , "S °F T)ME: /£ 3S~ 



SAMPLER: 



d/z/j-o 



WELL PURGING: 



STATIC WATER LEVEL: 



4^'i" 



WELL DEPTH: 



G <cr 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJfi 



/oo 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

fjt/o 

'3£° 
/300 
1 3'° 
/3JO 

J22J- 
/33Q 

/3VQ 

J3>0 

/3j-y 

/t/QO 



LITERS 
REMOVED 

o 



f.o 



2^Q 



3-0 



i/ o 



5-o 



f-S~ 



Co 



6 > 



7Ti> 



7 > 



$.Q 



TURBIDITY 

3 jr. a 

?3-7 

ZEZ 

-7 23 

G 06 
!?,(,/ 



TEMP 


PH 

6 77 


<f.H2 


G>7/ 


1oi 


6-73 


<xii 


C-&V 


#45 


C 03 


?.o2 


6 fe/ 


f.ojT 


6 >1 


9. o>~ 


Gb f 


f £s 


6 *J~ 


70^/ 


G >2 


9o</ 


6 >"V 


9 °v 


c y<> 



COND. 

HI 


ORP 


DO 

/S. 70 


S-o 


/7>- 


Z7-/6 


s~/ 


7f2 


/ 7- of 


S3 


/?? 


/7J2 


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/<?>- 


77-*/ 


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/>7 


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S-3 


3oo 


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f3 


30/ 


/(* 77 


<r<t 


203 


/<e 7S 


s~v 


306 


A- 7c 


s~y 


207 


/b.(,3 


$1 


2/o 


/& >7 



COMMENTS 



/oo j~tj/»,; K D7ws i; 



/OO A,//^,,^, 



/<?<?,»//»,., bTi3V5~.J f 



Lr, 



sr> 



a<7 Ti v7 



SAMPLE WITHDRAWL METHOD: 



/LcuJ f/e^ b/±Juc^ p u *~p 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDS (Na,S2Q 3 ): MTBE (HCI), 



TOC (H2SQ4); SVOC (None), EXP (None). Herb (None); PCB/Pest (None); Alk (None): CN (NaOH): NO ; /N0 3 (H ; SO < ); Metals (HNQ 3 ) 

NUMBER AND TYPE OF SAMPLE CONTAINER^) USED: (f 40 ml: ? 1 L Amber: J^l L Poly 



SAMPLE ID NUMBER(s): 



ZR^UkLJ/ye S^p/c-T UQuirrf/usqu/ft 



-/■ 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



bccet*, GAC £>/s/t 



SAMPLES DELIVERED TO: 3- 7~S 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAP A CITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of_{ 



ft. 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE 



WELL No.: f\tJ~X CLIMATIC CONDITIONS: ^inJ^O^^^^ O^JME 

U&ll /j dry. 



REMARKS: 



SAMPLER 



'tfrl, 9? 



Q93S- 

ctf/j-D 



WELL PURGING: 



STATIC WATER LEVEL: 



A>0 



WELL DEPTH 



LENGTH OF SATURATED ZONE. 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



gals, 
ml/min. 



WELL PURGE DATA: 



LITERS 
REMOVED 



TIME REMOVED , TEMP pH 



TURBIDITY 



COND. 



ORP 



DO 



COMMENTS 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI): EDB (Na 2 Sj0 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None); EXP (None): Herb (None); PCB/Pest (None); Alk (None); CN (NaOH), 


NO;/N0 3 


(H : SO,); Metals (HN0 3 ) 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: _ 40 ml; _ 


1 L Amber; 


1 L Poly 




SAMPLE ID NUMBER(S): 




DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: 


». ; 



SAMPLES DELIVERED TO: 
DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of ____ 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE: jj/j oA?^ 
WELL HO. p\& SJs^d) CLIMATIC CONDITIONS: /•J<cr^ l ^S°F TIME: <?r^ 

REMARKS: SAMPLER: krVxrs 



WELL PURGING: 



STATIC WATER LEVEL: L7. .TOl ft. WELL DEPTH: 3^q.~5 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: NA 

NA 



_ft. 

gals. 



VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = 

REMOVAL METHOD: Low Flow Bladder PUMPING RATE 



gals. 



ml/min. 



WELL PURGE DATA: 



TtMt 

_n a Tr 



TEMP 

(a 



ph 



TURB. 
(NTU) 




COND. 
(US/cm) 

E_a 



ORP 
(mv) 



DO 
(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



G> 



i_£ 



JJL 



i__L 



_U± 



1&. 



l(5o <T.5*S U-V5 M<? 



_L_L 



L2U 2iLf£ too q <^ Lp,>^ 

/t/fr.M . #/.>/ «3g^ O / 

/U.ca 3i_____ ^^_ 

L..13 ^ U? ^co 

Q5 J5 ^-^ _2==£>_ 



_^_ 



13. 



-O. 



Li 



^2. 



_CL 



53l 



H 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HC1); EDB (Na z S 2 3 ); MTBE (HCI); TOC (H 2 SO a ); 



SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/NOj (H 2 S0 4 ); Metals (HlM0 5 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: (/ 40 ml; _X.1L amber; _____1L poly 



SAMPLE ID NUMBER(S): U^U-^X^ , lQgtO^^/4; Lo^tpgXL 
DECON METHOD: See Work Plan ^ 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



casing capacity (gallons/linear fooV 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page^of.^ 



PROJECT NUMBER: 313000103 



LOCATION: Camp Edwards, ma WELL: RloX 



DATE 






TEMP 
(O 



PH 



TURB. 
(NTU) 



COND. 
(uS/cm) 



S^e /-/V? 1^3 L2i 
L^HQ <?-3ft USa TA>Q 13L 



ORP 

(mv) 
tlf£3: 



DO 

(ppm) 

awn- 



flow draw 

rate down 

(ml/min) (ft) 






a^a ^.y y ii-a i«s LS3J 2*120 ^ 



S13^ kJ5 2 5k-S ^i 



*Q3 

£52 L J£S 



LJ±L_ 






1*1. 



^32_ La. 
!£5L!L 

3S3 



13. 



12. 









cr> 



_Q_ 



.o_ 



3cc> 33MLJ /co 



O 



COMMENTS 






£*5l 



(e SL^ 



^5_ 



4 



■ ■ ■ 



GROUND-WATER SAMPLING LOG 

Ejjvironmehta^^nerg^ervices 



M 



Page 1 of^r 






£ 



PROJECT NUMBER: 
WELL No.: fS;yAUJ3 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: ^XJggflJt 



CLIMATIC CONDITIONS: df,tfk s 'W -v ^ TIME: 

SAMPLER: 



//3Q 



^/f/? 



"■••'. " 



WELL PURGING: 



STATIC WATER LEVEL _ /S~fr. 3$ 



WELL DEPTH: 



:*SK 






LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow now PUMPING RATE: 



/JA 



10® 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

liss: 

_Li££_ 
JJUZ- 

' LZ.S- 
) 13Z 

J£5£ 

'Sir 
I i4o 

-t3 5c 



LITERS 
REMOVED 

o n 



TEMP 



PH 



TURBIDITY 



3.0 


.i.n 


4-.G 


5-.o 


6. v 


?.n 


f.o 


^.0 


10 C 


(C c 


//. 



9-sJ 


5. U 


3 to 


*.S"i. 


^ 3* 


4 -K 


?.IU 


5.33 


?.4/ 


S ■ J- v 


*•$* 



£ ^ 


_L 


,(M 


6 


D^ 


b, 


'S 


_c 


(77 


Xi 


/T 


_L 


Z~> 


±. 


i z 


X 


°>S' 


5 


'ji 


£. 


*) 



2<L 



x-s.-/ 



2 ? 









CONO. 

fog 

J? 
2TD 



ORP 



//.-' 



^?7 



2/6 



DO COMMENTS 



icJ 



JIL5L 






^o 



^l* LSv^L 



Wd 



?/ 



in 



u 






(7,b I C<-3-'.3 



Oo-kJ 



//„•. it 



J^L. 



i i 



221 (SUA. 



4-0 



'£ 



'Z. o 



S,S3 



'i.^V 



12 



o.t> 



/J!L<g 



*>Z. 



2.2 k 



l+.OLr 






SAMPLE WITHDRAWL METHOD: 






VOC (HCI); EDB (Na 7 S ? Q 3 ): MTBE (HCI); 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

TOC (H2SQ4): SVOC (None); EXP (None); Herb (None), PCB/Pest (Nona); Alk (None); CN (NaOH): NO^/NO^ (H;SO,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CCNTAINER(s) USED: 



n 



40 ml; 2l 1 L Amber 22 1 L Poly 






:~"-. 






VS***: 



•SAMPLE ID NUMBER(s): 5£^ lOr I 4-3 gl - cJl^-Ud 23 Pol* Ik J V^lf r 0{j43(\ /fc)ffjjg|^g jpi 






.DECON METHOD: 



LIquidnox wash; PI rinse; Methonal Rinse; PI rinse 



■ "■ c ; * 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



M&Da)*^ fegSEfcl 



SAMPLES DELIVERED TO: 



DATE: 



i / 



TRANSPORTER: 
TIME: 



'.'.. i«3 v^i.-' 



.: • • .' 



CASING CAPACITY (gallonsrilnear foot) 
2" = 0.16. 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



*« 



Well Screen Volume = 0.041 (dph 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



. r- 



("j-"* *r*i p - ** f**& i 






TIME 

t<H*D 

■44r 



Environmental & Enfrgy Services 



liters 

REMOVED 
'J 



/4- 



15- 



iCv 



)=f 



/>,y 



/ V. o 



' 3,5 



1*1,0 



<S"(D- 6 y> lLurf Saac^ul 



Page ^ of 5^ 

Fsi4nti3 



TEMP 

L33 



pH 



TURBIDITY 



COND. 
1/ 



ORP 



%> r io b.'S: 



L3LH °LL 



idJC -Lift 2ii^ 



1L 



^,!TZ b. il S.o^f 



1L 



~2-3< 



?■ ^Z. 4 . U l.lsO 



r l / 



zrz. 



7, 4-2. ft, IU a.of 



"lo 



1£& 



t .0 J 



OO-- 9 



11 



_IL 



J^L 



r u 



3>43 



"t>A^ . 9^"' n^XM u^>l f 0<&Lp /JT O 



t^lL 



DO 



COMMENTS 



)tt>y4l» 



*3Q >u.<s£ 



23 Q. uua 



lo At 



2J± lb At 



Its. 4*1 itOrJl/ 



'*VT> 



>VT 6.<o L^ i &2 0, 3^ ao i» 






* 



C*>iu * -rs i tr 



SAMPLING LOG 








' ;. ;># &j 



PROJECT NUMBER: 
WELL No.: WfA)fr0 



3-3100-0103 LOCATION: MMR DATE: IdA/J^fr 



REMARKS: 



CLIMATIC CONDITIONS: VC,\v,i«.<, P b/ts y. TIME: 

QrV SAMPLER: lH/ftH 



WELL PURGING: 



STATIC WATER LEVEL: 



2±V£ 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow now PUMPING RATE: 



/0/J 



gals. 



/do 



ml/min. 



WELL PURGE DATA: 



TIME 

loop 

\\^ 



UTERS 
REMOVED 



j£^ 



jUi_ 



i.o 



$><? 



3,Q 



<J-,0 



S.Q 



0.O 



"* o 



!S.D 



^.O 



ra»o 



TEMP 
^?7 


pH 

5"5f 


^.r? 


6,^ 


^. r? 


6.S7 


9 /r- 


0,10 


£*i 


(n*$ 


9.3/ 


(j.m 


9.37 


L.cp) 


^.^i 


->.o\ 


^.^/ 


^3 


9.4-T 


?.£>U 


C US3... 


?.*1 


*l.M«4 


I.O* 



<^JRBIDITY 

KL*>./ 

S3. 

23u±i 



!2JS_ 



»3 



tt 



CONO. 


ORP 


DO 


/tt 


5*5/ 


*r/ 


/Si 


-3Z . 


/. V? 
/. 2t? 


^? 


?w 


'H- 


jj) 


a&j 


'?K 


av9 


O.IO 


i&l 


20<b 


^ClZ. 


/*/ 


»*l 


-0JO 


itfl 


;43 


- o, ; ,v 


i<C 


fZO 


~O.Z£ 


jyo 


Icro 


~QZJ 


»K0 


&S" 


-d.zz. 


/*o 


1* 


~W0,--te 



COMMENTS 






V.O 



^.4 



7.o^ 



Lid 



»y| 



kl>.^ ^0,t<3 



SAMPLE WITHDRAWL METHOD: /? /4^- f/^j ^..vJ 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S;Q 3 ): MTBE (HCI); 



TOC (H2S04): SVOC (None): EXP (None); Herb (None): PCB/Pest (None): Alk (None); CN (NaOH): NO : /NO, (H ; SOJ. Metals (HNO,J 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: ( I 40 ml; 7 1 L Amber; ^£ 1 L Poly 



~JWP 



-*- 



SAMPLE ID NUMBER(s): uST ^^^U^yAj^jf I <^T )&& H ( jjT 3L£ ^ 



do 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



bcco^ C-fiC Sys/c 



SAMPLES DELIVERED TO: 
DATE: 



rrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16. 4* = 0.65. 6" = 1.47. 8" = 2.6, 10" = 4.08, 12" 



5.87 



Well Screen Volume = 0.041(dph 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



* 



.OGDEN 

■ ■ ■ ■ ■ 



—. 



\ARC)NMFNTAL & ENERGY SERVICES 



Page <9* of 3> 



TIME 
U30 



LITERS 
REMOVED 



HVO 



»3 



m<:o 



■£QQ 
L£JL2 



j£ 



_!£ 



lo, 



_LL2i 



/S? 



>£30 



/<r 



iaifi q. 



TEMP 
9.3*) 

q,43 

ilia 

°l,4<i 



[£& &lkd_S^UL 






pH 


TURBIDITY 


COND. 


?. // 


/o.* 


fl) 


7," 


9.5fr 


1X3. 


1-« 


*.n<* 


/*/ 


T't- 


T-.kV 


;n 


7.'^ 


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in 


*/V 


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DO 



COMMENTS 






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_2J /I.Ql 



/7.r Mcjj 



/*"«$. 



^ 




GROUND-WATER SAMPLING LUG 



aya 



olil 



OSnuooi^oA 



, PROJECT NUMBER: _ 
WELL No.: tfttf 1 tjZA 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE 



CLIMATIC CONDITIONS. O-yt/frii Q-i^Jy . TIME 

SAMPLER 



WELL PURGING: 



STATIC WATER LEVEL: "? S", *1 ^> 



WELL DEPTH 



30>J^Jr 






d^'TO' 



W/Sl) 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE. 



tofl 



/oo 



gals, 
ml/min. 



WELL PURGE DATA: 






■ TIME 

: Q^ 

3*755- 

'■19 Q^ 

.JJU3- 



LITERS 
REMOVED 



TEMP 



uZjSl 



pl( 



TURBIDITY 



4.G7 7--70 /0,7 



i 



J3L 



6.c? 



ki2 5 , ^. (J 



T7 



0-%U -^.c-J 



J/. 7 



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£ 


)-?,!? 


*? 


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$ ■'.< 



Tj (l v 



Jl£J i^L 



12. 



71? 



^V 



:*> 



^775 



>«\- ?S;-*tr 



.^SAMPLE WITHDRAWL METHOD: {JhAdiXl p'^P 



& LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na ; S;Q 3 ): MTBE (HCI); 



■ }■: r. it; 



■ ■TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None), CN (NaOH); NO^NO, (H ? SO,); Metals (HNO^ 






■ NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 







40 ml; 



J_ 1 L Amb^r; Y 1 L Poly 






/■SAMPLE ID NUMBER(s): 



■lL - 



U.' jili l~ 



,r\r- r y^ 



^ >u. 



■> v ZlL 



DECON METHOD: 



Llquidnox wash; PI rinse; Memorial Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



"IV^a.J 6, Ac. £ijjfcd 



¥ '.' 



SAMPLES DELIVERED TO: 
DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16. 4" = 0.85, 6" = 1.47, 0" = 2.6, 10" = 4.08. 12" = 5.87 



Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



$OGDEN 



. v->.< .•*> ■■:;,&>';;:: 



at 



Page 2^ o1 2^ 

VIRO NMENTAL & ENERGY SERVICES / / U/ ~ /V </// 



*&$&0???r 9 UTERS 

'$ 'TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 

/&k> ' is-,S" 6*^7 £r<r 1^ ^ 3S> t±js& 

,7)0 ■ zo, y r>4o ^b~^ 3.4V ^c? j£3 tZJLt 



TtrtAk - 9. /z/T 



^ttMrtCrUt tin - S nl ^. 



T>£A l/^/t ro j m £tVi4 - 4.;o » )tij 



03 wi/Opfco^ ^ ^cs-\o) 



GROUND-WATER SAMPLING LOG ; 



•>.%.< ■■.: 



- Environmental & Energy Services •" . \r '-v v ^"'X'J 



.■.'.\\;MT-.'J:^'- 



Ik 



PROJECT NUMBER: _ 
WELL No.: M K) kQij 4 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: JtsTAa)^^' 



CLIMATIC 



CONDITIONS: Qj/.y,,,, [ ))-r},.^. 7 L TIME: 
7 ' sampi pr- 



SAMPLER: 



cV/Ar 



WELL PURGING: 



STATIC WATER LEVEL 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJ/J 



gals. 

]$0 'wf J£^~ ml/min. 



WELL PURGE DATA: 



TIME 

?{0 



UTERS 
REMOVED 



i 3 • " 


■ 3 2o 


' !i £ if 


i3J^ 


; ~43'S~ 


1 S**o 


1 Vvr 


}350 


■ *C«T 


[4cO- 


xCU*-l.Vv<- 



/. J 



/ c 



2.0 



2.r 



3.5" 



U.o 



TEMP 

(flJjT 

I O, <■■ 'i_ 



pH 



('<_> i.J 






<r 


C / 


5". 


^z_ 


5" 


£7 


-■ . 


«-/ / 


S. 


«r 


<r 


Sz. 


<: 


r^ 


5 


# <,c. 


<~ 


.6- 6- 







TURBIDITY 

• i ■ - 

A. & 

% 



CONO. 

12 
ml 



13 



ICi 



'Li 



Lh. 



i ar: 



_£_ 



ORP 

?2f 



DO 



COMMENTS 



7 


?r 


5 


c*f 


J. 


1'i- 


u , 


AC' 


S 


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6 


*/ 


X 


c? 


r 


OV 


V 


tf? 


r 


V- v -^ 










'HsdL^ s-y-f? 



SAMPLE WITHDRAWL METHOD: 



t( r i <iX-: ^ A'V/ r jou. 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na;S 2 3 ): MTBE (HCI); 



TOC (H2SQ4): SVOC (None): EXP (None), Herb (None): PCB/Pest (None): Alk (None). CN (NaOH): NOVNOj (H : SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



'I 40 ml: ^-1 L Amber J1 L Poly 



SAMPLE ID 



NUMBER(s): UT3^A^ ' ; ->n >t-w^ ^ ^"/l -^T'&An. 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



])ec*<^ GAC Sj/jfci 



SAMPLES DELIVERED TO: 
DATE: 



rrs 



TRANSPORTER: 

TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4' = 0.65. 6" = 1.47, 8" = 2 6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 Jh(0.3) 



■ > ■=. -■■'- -.<& 




GROUND-WATER SAMPLING LUG " J aye ' «« <L 

\5\r^\Ol\\ 

■ntal & Energy Services 



•:i PROJECT NUMBER: 
'WELL No.: IJT 7// 



3-3100-0103 



LOCATION: 



MMR 



DATE: cggjrtjgf 



;) REMARKS: 



CLIMATIC CONDITIONS: C/nu^, t ht<liU»J s TIME: / ^"7Q 



Sflf.-f- ^/Tl2C^(TfcCLcJ(s<k N^/HSoV^ SAMPLER: 



WELL PURGING: 



J STATIC WATER LEVEL: _ /t?7, %Q 



WELL DEPTH- 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUA7ED X 3 CASING VOLUMES = 
\ REMOVAL METHOD: Bladder slow (low PUMPING RATE: 



flfl 



gals. 



HtfpJ/irt 



Wvu 



ml/min. 



WELL PURGE DATA: 






TIME 

' /US 

as s 

rJt±3fiL 



UTERS 
REMOVED 



^ 



pH 



TURBIOITY 



/.0 


/.r 


?.o 


a. 5" 


3,0 


5. -ST 


4.0 


4.5" 


K o 


ST 


L-.O 



s~. 



£fy 



S",3/ 



A£_ X?^ 



TEMP 

CM/ 

lok T^V 1.11 



l.oU 



s ±£ LJLZ 



SL&2 .? ■ •// 



?,cO 



Liti &JL1 



7,eo 5.0& _U_L 



7.0? 



£±F 



z.'JA. 



7,01 SfcS JI./3 



7,<W 



tkS. i- c & 



tcS 



&.fr$ 






ML 



COND. 

/5v 


onp 

171 


DO 

26 Hi 


"/ 


**> 


■ri . <ro 


II? 


■iL<r 


M.flfi 


no 


21 .OJ 


tZ2 


1?? 


*',??■> 

l\-% 


m 


*rc 


17.$ 


273 


2-2 0J- 


i* 


^99 


*2 ^ 


% 


3<?< 


*/,# 


10 


3iO 


n^9 


93 


3W 


a/,S"> 


r /iL 


272. 


-57. /? 



COMMENTS • 



jCOrA/i 



t-r*** 



0.1^ 



7s 



as-? 3?yo 






^SAMPLE WITHDRAWL METHOD: /?/W<Z\ A "7? 



$?& 



? LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na 2 S ? Q 3 ); MTBE (HCI); 

"TOC (H2SQ4); SVOC (None); EXP (None); Herb (Nono); FCB/Pe3t (None); Alk (None); CN (NaOH); NCVNOj (H,SO t ); MetalB (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



//, 40 ml: 1 1 L Amber; J^ 1 L Poly 



"Hjj .'V ••;. . ■ • ■ 








••-■•' 


:< SAMPLE ID NUMBER(s): 


Uirutj lton-ft£ 








.•_\ ;.; i..; ■ . , 










.'.DECON METHOD: 


Llquidnox wash; Dl rinse; Melhonal Rinse; Dl rinso 
















"' PURGE WATER DISPOSED OF IN DRUM NUMBER: 


.$f <V &c 


.2#: 


r£yi 



"■ "■:V-'- : 



SAMPLES DELIVERED TO: 
DATE: 



TTS 



j 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

...'. .. 2" = 0.16, 4' = 0.65, 6"= 1.47, 0" = 2.6, 10" = 4.08, 12" 

.Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



5.87 



•r 

if 
* . 


OGDEN 

: : '-~ ~'l — Environmental & Energy Services 








Page .<_ of "2s 






.,/>. ...•;,-.- UTERS £#£ 
' TIME. REMOVED TEMP 


i,/ 

pH 

5, SI 

5.58 


TURBIDITY 

a*y 

0.4S 
o-VS 

0,S8 

0.35- 
<9,3o 


COND. 

5? 


ORP 

33/ 

341 

34S" 

3fra 


DO J COMMENTS 






©«;&- >, s ?,o/ 








oft^O ffo 6 *?4 






o*as p..*r ?.a; 


5.77 

AAX 100 r4/^ orvfozf 

3.1*4- 






08 3D r<3 6.^ 






0£3£ ^S to 8S 
OfHS /a^ (r,9,r 


h$ 






6? 

£8 


/.*» 






7.33 






l.lC 






aa? 






o<j<X) -Ccuar %ahPl6 






QeuoJUrtZTtuc- DO* °\ *A*I L 






























Mf^-T^I.U/ -0,3/AfTU, 






■ » ■ 






V';- \- -- 






m .- . 






. ■«»- 












- 


( L 






1^ 










'. .'.' ■ 
























































































































1 








h 


































GROUND-WATER SAMPLING LUG 



i i ui ^ 



-a\j-j 1 ai 



|5u)T0?i7. 



:\ PROJECT NUMBER: 
'WELL No.: LOTT-/^ 
'■'' REMARKS. 



3-3100-0103 



LOCATION: 



MMR 



DATE. _gj_T^JJl_ 



CLIMATIC CONDITIONS: fmkj^L jjivsj u TIME 



SAMPLER 



WELL PURGING: 



STATIC WATER LEVEL: 



mutt 



WELL DEPTH 



GsjJjD 



LENGTH OF SATURATED ZONE: 



VA 



:i AS 






VOLUME OF WATER TO BE EVACTUA7 ED X 3 CASING VOLUMES = 

' REMOVAL METHOD. Bladder slow flow PUMPING RATE /OO 



_ gals, 
ml/min. 



WELL PURGE DATA: 



V 



. TIME 

*/rer 
row 

• ; o?-5o 
rOtiOO 



UTERS 
REMOVED 



TEMP 

iM 



).o 


V,4 C ! 


xo 


r,*S" 


3.0 


Sf *} 


?.0 


*.V> 


So 


«,« 


(4.0 


8 ..** 


7,0 


8,2k 


8.Q 


S.^4 


S..T 


8.% 


To' 


£?.^ r 


?•$■ 


8*84. 






TURBIDITY 



7% 



COND. 



ORP 



DO 



5jfc2 ,T,£?- 



S*' fr<V Sjl^S 



*"-*?- ^^4- 



s-i>o ± ;r 



sus~ 



3,03 



Lfe£ a.g^ 






_5J2 *^2 



^.Cro a. 5*3 



JULfiL 



;,8» 



g^g slljj 



S.n a, 33 



*? 


3/3 


#.f* 


4y 


~3i* 


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ii 


W 


i?,c:< 


5q 


3 So 


iS,o± 


<H 


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''3,33 


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5o 


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I0,)o 


frfr 


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3&X1 


54- 


1*54 


23,6V 


5x 


3df; 


»,re 


^ 


3ik 


32,?* 


Si 


3?i" 


32.7; 



COMMENTS ■ 



£XM o£ £>A^ OS-ft/A 



33». 3L.3TV /cW.^,W ■■ jr-fr^y-i 



^SAMPLE WITHDRAWL METHOD: ^4,9/>£/t iVi-aP 



VOC (HCI); EDB (Na 7 S ? Q 3 ); MTBE (HCI); 



.: LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

t*..-.r. . .... .- 

- TCC (H2SQ4); SVOC (None); EXP (None), Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO : /NQ 3 (H^SO,); Metals (HNQ 3 J 
* J »... ■ 
^NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: HI 40 ml; j. 1 L Amber; & 1 L Poly '_ 



%>&J<$ 



■>' !?A''i 



■ SAMPLE ID NUMBER(s): 



u>T">izA/uT>.z.e \ c'Z- urr^-rLff. 



DECON METHOD: 



Llquidnox wash; PI rinse; Melhonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



" ^Sc^Q^Arr. SlSTgfj 



SAMPLES DELIVERED TO: 
DATE: 



XTS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear fool) 
. . 2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 

Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



Page U_ of 2> 



'•"t^. ?* ENWRONME£tfAL& Energy Services 










k>7-?/£ 


''■/' .Vr.-?'^ft" : :'. *■-•< 






3oJJbJ1g 


\ • .>;: UTERS 
V TIME REMOVED 

o:?/s' /^r 


TEMP 

ft. 63 

S,$V 

8.<W 

R,<fc>8 
6,?/ 

S.<7fr- 
fl,93 


P H 

S.UO 

5,6n 

S.60 

5.6; 
^4/ 


TURBIDITY 

/,3fr 

/,/<r 

o,90 


COND. 

5/ 
5/ 
5/ 

5/ 


ORP 

36 J 

36?- 

m 

3?? 


DO 

6,/"? 

£6o 

SWS" 
S",^6 


COMMENTS 


^^ //.<? 


ofl is n.s 




0930 yz.o 




0825 /2,S" 




tfg<fc> /:?,# 




0B4ST /3,S~ 


5/ 

3/ 

6J 




o$<f) )4.n 




09,<$5 i A, s 




cftoo /€.0 




OloZ /tf\3 




0*7 0*7 /^9 






rftrL 16,2 






(ft/*- IL. s- 








otxo ■? enl/**+ S*^/ 


























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to *^IL 


/ 






















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-i ' 


• 




a <r- 
























.: ■" » 




• . 


■*i • 


-' 




1 













■ B ■ ■ ■ 



GROUND-WATER SAMPLING LOG 



Page 



1 of ' 



Environmental & Energy Services 



i 



DATE: ijfed W 



PROJECT NUMBER: 3-3100-0103 LOCATION. MMR 

WELL No. : MiO IQ(# CLIMATIC CONDITIONS. l\4/,t-3b~ VfV TIME. <9 I ST 

REMARKS: jjcJ a^feJs &jU-TgJ 



SAMPLER: QjH /TO 



WELL PURGING: 



STATIC WATER LEVEL. 



<S3.11 



WELL DEPTH: 



LENGTH OF SATURATED ZONE 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD Bladder slow flow PUMPING RATE 



vl 



/o0 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

QMS 
/OOP 

fmc _ 



LITERS 
REMOVED 



TEMP 



pH 



TURBIDITY 



LP 



z.o 



U3. 



*LCL 



4S 



S.Q 



S.S 



1Q3US 



7,Q 



?,S 



)o35 &Q 



'COX 


s:so 


<?<% 


s t *s 


xrx 


5.6? 


*1.63L 


<T,^ 


%<*> 


S.6£ 


SSI 


r.6<r 


*1.0V 


*» 


%bt 


t.<* 


%%* 


r«6v 


ISk- 


5".6? 


^i.LO 


5,6-? 



1^ 



CONO. 

5/ 



ORP 



DO 



OA 



14 



ff 






IS 



iJLa. 



AAA. 



4, Q3 



1.&3 



S,frjf 



,94- 



?* 


-0.9- 


?4 


-(,.* 


?r 


-*-.? 


?s- 


~i?,JL 


?$~ 


-'3_S 


">$■ 


-'S-3 


?* 


-/*.* 


*V 


-'*■/ 


}«- 


-tf.c? 


74- 


-'5,3 


7<t 


-'O.C 



^i" /J,%? /c'c.>.vP//M,' 



COMMENTS 



?4- "/O,/ 3,$-? 



l.V< ioc>J?l^ 



SAMPLE WITHDRAWL METHOO: 



IU4 fr 



Wv^f 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB 'Na : S^O-,). MTBE (HCI), 



TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PC3/Pest (None). A!k (None). CN (NaOH), NO : /NO, (H.-SOJ; ■Matalo (I IMP.) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) tISED: Jj_ 40 ml; _) 1 L Amber; _2-1 L Poly 


SAMPLE ID NUMBER(S): BZ- to£ £#*£ ', Sl*n^<£ " lOd-HXA ' JJo Af/cvA 


q/UlTW 


\>xf M.vc^ L v lfl.~rc ft /Z. &!\c * &&:j.\jp U£i~* 


DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: X~H> ^ ££0/J ^ftc SlSTfeff 





SAMPLES DELIVERED TO: 
DATE: 



TC 



ili 



TRANSPORTER: 
TIME: 



CASING CAP A CITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 






OGDEN 



Borneo 0003 
GROUND-WATER SAMPLING LOG 



Pagel of J_ 



45 



PROJECT NUMBER: 
WELL No.: \MM -3 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



CUMATIC CONDITIONS: £ 



K^ 



Ml 



DATE 
TIME 



SAMPLER 



OklW 



<0 S2-ft 



kSLJ£± 



WELL PURGING: 



| STATIC WATER LEVEL: yfe ■ fi <T 



WELL DEPTH 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES ■ 



gals. 



REMOVAL METHOD: 



Bladder stow flow 



PUMPING RATE. 



9-bO 



ml/mm. 



WELL PURGE DATA: 



time 



UTERS 
REMOVED 



3 



LSI 



&3a£ 



TEMP 

\£L52s 

Ll£ 



M 

pH TURBOTY 



3°/, 



CONO. 



-Mo 

ORP 



&3h 



LBLI3 

\0-c>7 ^fr 



^•~it 



-L£L 



ttt.Ol frffr 



IQ tf-o ^,?W 




<o"V L* 



!L^ 



00 

3.~7fT 

X7T 



COMMENTS 






SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS P± 



iMul u4W 



ERS AND PRESERVATIVES: 



VOC (HO); EDB (Na^^): MTBE (HCI); 



TOC (H2SQ4); SVOC (NofW)^EXP (NoneAHerb (None); PCB/Peat (None); Aft (None); CN (NaOH); NOyNOa-fHzSO,); Mrtah (HNO,) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



.40 ml; ^1 L Amber, _ 1 L Poly 



SAMPLE ID NUMBERS): \AiPM 3 KS\ (^.O^IS 



Aafpy^fv^-W^ p. D' p. <| ->pt^\ 



DECON METHOD: 



Uquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



TS 



TRANSPORTER: 
TIME: 



&A*)C 



CASING CAPACITY (g*Hons/Un**r foot) 
2" = 0.16, 4" = 0.65, 6" = 1.47, 8* * 2.6, 10" = 4.08. 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



a 



mm 



GROUND-WATER SAMPLING LUG 



I 'aya I ul 



L 



:.!. PROJECT NUMBER: 
"WELL No.: UiT-3 



3-3100-0103 



LOCATION: 



MMR 



DATE: Z h&& g(T 



CLIMATIC CONDITIONS: 



REMARKS: 



qfUc-f ^4 l->/t*c. 



fejk cL^ol| ; ly^ yjTiME: Mjg 



SAMPLER: <^-/ / J~~D 



WELL PURGING: 



STATIC WATER LEVEL: f f (3 . ^-£- 



WfLL DEPTH: 



1 S 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AM 



/£>(? 



gals, 
ml/mirt. 



WELL PURGE DATA: 



TIME 

JAIL- 

- gS 

_I2-LSL 

' ■ )$ <-$ 
■ ■■ i 5 j* 
I s4- [ 

-o kjs 
•-e-l-S-S 



LITERS 
REMOVED 



7, 


o> 


2 


,u> 


J. 


O 


^ 


c? 


s. 


u"> 


L i? 


*. 


t/ 


* 


u 


q. 


O 


10 


. O 


1 t. c? 



/*. c 



TEMP 

id L 
in 






s~?v 


rjv 


r/sv 


s,z<* 


S/lj 


S.3i 


^.31 


S.e** 


5^1 


5.^7 


£ . J (. 



TURBIDITY 



corjo. 



7 


.*y 


J 


& ? 


/, 


•T.T 


o. 


L>7 


a 


-VV 


0, 


tl 





. cS .<" 


c 


-\V 





)^ 


i?-. 


»*s~ 


c 


7 ' 



'} 



21 



XI 



*er 



ORP 
/(W 



DO 
IOj'7 

tJ.OU 

>zyo 



COMMENTS 



1£ 



72/ ^. U 22~ 



; i<. i / /. 



£3- 



<-i 



iJ_ 



_£jL 






Vi 



r. n £,3l 



<! V 



ill 
3 ££ 

3 f ^ 
■3S3 

2±j 



-^3 



LLlfe : 

LLZ k • ••• 

; J . zr, ; v 



'^. v" 



ki-C r 



i SAMPLE WITHDRAWL METHOD: 3LAf>?€.l ? L >yyP 



-•LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI). ED8 (Na 2 S 2 3 ); MTBE (I ICI); 

<* • •- 

; TOC (H2SQ4); SVOC (None), EXP (None); Herb (Mono); PCB/Peat (None); Alk (None); CN (NaOH); NCyNO-, (H^SO,): Metals (HNQ 3 ) 



V NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: M_ 40 ml; £l 1 L Amber; Jf^l L Poly 


SAMPLE ID NUMBER(s): 


£(l- \jJ>tol>\^ 


., ■ 




DECON METHOD: 


Llquidnox wash; Dl rinse; Melhonal Rinse; Dl Mnse 






PURGE WATER DISPOSED OF IN DRUM NUMBER: "£) %COtJ &\&C~ S^|ST£r-( 



•,; V Sv 



SAMPLES DELIVERED TO: 
DATE: 



!To_ 



TRANSPORTER. 
TIME: 



CASING CAPACITY (gallons. Ilnenr foot) 
„.'..' 2" = 0.16. 4" = 0.85, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = r > 07 

.Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 






OGDEN , 


S Energy Services 










Page J of >» 

U)7-3 *" 




^^^^^B5Sfw«s»<^*s • ■• ■ ' 








; :5V" TIME: ' ' " REMOVED 


TEMP 


pH 

S". lir 


TURBIDITY 

a Hi 

^. V9- 
4-f 
o. to 
o il 

CSV 


CONO. 

ST- 

5 i 

-P 

4<) 


ORP 

3 jo - 
3 3 2- 
H7- 


DO 

'Y, k S 
'*,?? 

/at 

,T J/ 


COMMENTS 




:. ymo«r-^. n 


,c> 




/ fc> no ' ? 


T 




£>r/>r v w. 


S~ 






^yic 7 s- 


,o 






osf^V /S". 


5T 




OV30 /(. , 


£ 






oVir It,. 


s* 


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o*4t> i 7-. 


a 




••.•■■..&•• ;.. 










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1° ; 




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for P 
















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»- 






















,;A ••-"• ;->;.-•:. 




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1 



.hi. 




GUOUMD-WAIliK SAMI'LING LU'. • c %UJ r bC0 t f ■«. - -7. 



"v 



■ J PROJECT NUMBER: 



3-3100-0103 



.OCA MOM: 



MMR 



_ i .) a i e: ^Pjb^y 

'■WELL No.: QoMlOQ -/ CLIMATIC CONDI I IONS: S*r>w~ <To« f TIME: 

^REMARKS: VOfd UluU t^T- 4 K ^^ SAMPLER: C^/jD 



WELL PURGING: 



STAT IC WA I eh I. EVf-.L: . 3 / , 6t 3 



n 



wi;i i iii : r>iii 



i£5j^ 



LENGTH OF SATURATED ZONE: 



I VOLUME OF WATER TO BE EVAC I UA I CO X 3 CASING VOLUMES = 

IV*" 

i REMOVAL METHOD: Plodder slow flow PUMI II JG RAT IE: 



a* A 



/&& 



<inh 

inl'tiiin. 



• ■• -"<-V.. 

■*VoV. ',-"•'•-• 

■■ ^«& 

• a-'ry?.:' i 

3 » f . 



. 'i-'-vi 



,.«.«.-• ~».»*. 



. :f^f 



WELL PURGE DATA: 



:-', . TIME 



LITERS 
REMOVED 



LA. 



Ill 






// V 



TEMP 



r. w 



-*7 JLll 



1.0 



3,S~3 



t unarm rv 
-24- 



CONO. 



■ £. 2a 3 . £ 



•g.s" 



c"5 



Qg Sj& 7>i»°\ 



°!.TG 






6. ey 



•2.^2> 



iA 



7 . Cr<? 6^V a, >' 






.££. 






c c \lu 



9,w 

%,J±Jk 



XM- 






mztM 



u u 



<\*yJ- 






A^> I, 3^. 



.4/ 


<j / 


L,"l 


k -x~ 


fc-X 


<J>V 


6if 


^S" 


£y 


fir 







ortp 


DO 


X& 3 


,?,0 


A^t 


Jl^L 


30 S 


iC. // 


Jfl 


Hj-lhL 


7*3 


-LLjjl. 


*2*~ 


(1, Y& 


Ji/ 


"■33 


33^ 


".si 


2vi, 


/i .yo 


3Vtf 


_LL^3 



jov^P/t 



noMMEfi 1 3 



M~\ 



2 



-JXU 



/<7'J— ^/«-L, 


1' 


,l/> 


/:.. 


'.'.* 


i ; V. 




.V: 


>•• .•».» 


/W)^/«M- 


3/, 


*1 
















.'•" - 


> 









i » 






■•■** — 


.if 



: ■>'•» <■' 



LAOOC/C 



a^ig 



^SAMPLE WITHDRAWL METHOD: 

^LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (MCI); <I.DB (fJa^S^Qj). MfOE (l-ICI); 



•«TOC (H23Q4); SVOC (None); EXP (None); Herb (Nono); PC3/Post (Mono); Atk (Hone); CM (NoOM); NOj/NQ. (I l 3 r.Q,); Motalo (llMOj) 



^NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40 



jnl;*^-1 LAinl)"i; I L Poly 



m 






« •,- 



^SAMPLE ID NUMBER(s): V^TCWXA I &J££k£i3 £lil= &b£ CS3 '* « > Cn u*-| 



"DECON METHOD: 



Llquidnox wash, PI linso; Melhonal Rinse; PI ijiigo 



"'PURGE WATER DISPOSED OF IN DRUM NUMBER: I ^^q J A Ar . ^^Jf.rA 



^SAMPLES DELIVERED TO: ^T_S 

;.DATE: 



TRANSPOR I LR: 
TIME: 



;.•;• ;,.'.-... CASING CAPACITY (g.lllon&llncnr foot) 

;;.' .. ' 2" = 0. 16. 4" = 0.05. 6" = 1.47. 0" = 2.G, 10" = 4.01, 12' - '. f\1 

'.Well Screen Volume = 0.tM1(d) 2 *h 

.. Saturated Filter Pack = 0.041[(d1) 2 -(d 2 )']h(U3) 



13INI 



■ a a ■ 



GROUND-WATER SAMPLING LOG 



Environmen^l^Ensrg>^rvices 



70V 



W0&> 



Page 1 



of*i 



'0 A 



PROJECT NUMBER: 
WELL No.: IQT~ b" 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: \3SLSaJVL 



CLIMATIC CONDITIONS: GWnce^T QJ.vJ^ TIME: < p Lf \ 



<V3 \tUUJL 4ytM<J p^y Tj^tJUh ""* SAMPLER: CVf /jTQ 



WELL PURGING: 



STATIC WATER LEVEL: 5[Q, I > 



ft. WELL DEPTH: (^Q. S~S 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow How PUMPING RATE: 



/V/1 



gals. 



I*V»JUa 



ml/min. 



WELL PURGE DATA: 



TIME 

io5~<r 

1 1 /yJ 



It ) o 



LITERS 
REMOVED 

-6- 



\W 



Ulo 



ilL£ 



iL2L 



t i 



iO 



4 S" 


I ^ 




i.<r 


2,0 


7s 


3.£> 


3.i 


t/,.7 


^S 


S.o 


S^ 



TEMP 


pH 


sr.6^ 


$'«1Z. 


r,*y 


r. « 


T.Dl- 


r^.T 


R.LI 


T-var 


I.** 


$.5T 


<i./> 


S.S3 


1^1 


s-r/ 


«J.z5 


5.<ro 


^.W 


<T,^ 


■»,n 


S.M *J 


i.o 


^ -^'b 


&.<)** 


S".H^ 



TURBIDITY 

U S 

UuX4 



COND. 


ORP 


DO 


*&<? 


3?V 


'«"- w 


^ 


?*3 


f^i zj 


70 


3 3-c? 


14,6^ 


T~ 


3*3 


<4,o7 


^) 


3^ 


wa^ 


">1 


3T£" 


14. <x> 


J*» 


33T/ 


(3. IT- 


+1 


?*r3 


tf/J\- 


-vi 


3yV 


is.sv 


>*l 


ISC 


13^7 


>*> 


5SV 


»'.V/- 


>*> 


3<ro 


IJ.VS 



COMMENTS 

Or to SiLlZ: 



l&LzLLn 



^Tu-i A'a./fe' 



)ou,J /, 



fc 



SAMPLE WITHDRAWL METHOD: 



^<-<<YoQ£ £, S ioaO ^^Qt-O 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



vUU jMUfr EDB (Na ; S;Q,); MTBE (HCI); 



TOC (H2SQ4): SVOC (None): EXP (None); Herb (None); PCB/Pest (None): Alk (None); CN (NaOH): NO ; /NQ 3 (H 2 SQ 4 ): Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: fr 1 40 ml: ^ 1 L Amber H 1 L Poly 

SAMPLE ID NUMBER(S): UJPoTjr/l I CO £ 6 X I ^ UPOSY^ /jQ g$j|l^ Ltgl^I 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



b 



€. C Ou\ 



Cr/K Sy<,j-e<~^ 



SAMPLES DELIVERED TO: 
DATE: 



TT$ 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" - 0.16. 4" = 0.65. 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



2*i 



Well Screen Volume = 0.041(dr*h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



W 



En VIRONMENTAL & ENERGY SERVICES 



Page ^ of *^> 



LITERS 

TIME REMOVED TEMP pH TURBIDITY COND. ORP DO COMMENTS 

j 1 ££ L.Q L5j SM? ^03 ft Z^Z )Z&£ 

\ux> i..< 8.^ S.W9 4, sS "H _i±L JIO* - 

I2..Q ">.^ */>? sr.MQ 4,£? _J££ 13t3 !Mi 

>ik fr.o °>.oi LH3: 4,P<1 IS S3L5 !UU- 



|e~2,Q - $c DJ Q 



l^U^^-Vr^ IX) -W vw <L 



# 



p H (^ I u J ' 4-fr»- 



-ro^K - p ri^ Tft ih^I^ * 3 , DSb £ 



'»^> 



OGDEN 



GROUND-WATER SAMPLING LOG Page 1 of /_ 



mm 



NMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 
WELL No.:__\aT1 ~{# 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS 



: CLsA 



REMARKS: 



£Sjl 



9- 



DATE: bifUtYl 

ItZr TIME: d^oo 



SAMPLER 



: m. 



STATIC WATER LEVEL: ^3- & 4 



\/SH 



WELL PURGING: 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow How PUMPING RATE: 



?^o 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



TEMP 



pH 



TURBIDITY 



J2J 



i 



>» ml mi £Ll21 



a- 16 



X 



CONO. 

1ST 



DO 



ORP DO COMMENTS 



/oi l 



5LZ2 Q^tfc _M 



L£2 />•//> 



ZaZ 



2L2n£ 



V^ 



i 



(27fe 



&£■ 



i 



sr^-jit... DP- SO 






'I** ry 



9 



I 



SAMPLE WITHDRAWL METHOD: fjj^^v j^KLDa < [febJ M pW 

ISP ARAM ET 

■);[eXP (None)! 



VOC (HCI); EDB (Na,S;Q 3 ); MTBE (HCI): 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

2S04); SVOC (None);fEXP (None)|j Herb (None); PCB/Pest (None); Alk (None): CN (NaOH); NO;/N0 3 (H;S0 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40 ml; ±_ 1 L Amber; 1 L Poly 



SAMPLE ID NUMBER(s): \AjfD fc X A f ]A0fojQ> < Q /Z ( £ 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: QfccrBq j 



m. 



TRANSPORTER: TttiEy 



TIME: 



ly 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



Well Screen Volume = 0.041(dph 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 






W10GDEN 



, GROUND-WATER SAMPLING 

jp<j *j \&jV2v %VJo>>''-V.'3¥.\ £ '-..W £*•' rf» ':v"',.',"-'' ; ', .. '' — '" •' . ■'. 

,ri Enwronmenta^^nergyServices ' ■'.' 




PROJECT NUMBER: 
WELL No.: \aJ t - *& 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE 



CLIMATIC CONDITIONS: CuSfi^g-- 3>S* j ? TIME 

SAMPLER 



WELL PURGING: 



STATIC WATER LEVEL: ^g_ O "2. 



WELL DEPTH 



\- v^-lr^ 



1 1*2.0 



^ 4- -r^ 



LENGTH OF SATURATED ZONE: 



/Vti 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 

REMOVAL METHOD: Bladder slow flow PUMPING RATE : V.OO r-*-J2_l fc 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

LL££ 



UTERS 
REMOVED 

O 



\ 



2*. 



-L 



f- 



lo 



\.\ 



TEMP 


pH 


6?-V2_ 


5.o\ 


tO!C" 


^•cn 


fo-*W 


SoS" 


<*.<^ 


<:.q4 


-7.00 


^r.o> 


"7.1V 


5*.©4- 


7,11 


"T.piT 


i.a 


*• oS* 


l.Vf 


;f,o«. 


i-VI 


5*.o7 


7.V* 


.f.cn 


"i.SH- 


S\©7 



TURBIDITY 

3C. I 

-Qj 

8.ft 



CONO. 



ORP 



COMMENTS 



3 £3 



Ce2= ^QQ' 



^6 



fell3»fr 






_LaSL 



JZ2. 



DO 



^°°^/ 



iMI^ 



JLq_ 



Sii 



JLo. 



sa_ o-<o\ 



j£: 



"7o 









lOO*U> 



/*//\ 



SAMPLE WITHDRAWL METHOD: 



Sco^r> ^ r>>^> 6al*fr&6*- 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na ; S;0 3 ): MTBE (HCI). 



TOC (H2SQ4); SVOC (None): EXP (None): Herb (None), PCB/Pest (None): Alk (None): CN (NaOH); NO : /NO ? (H : SQ 4 ). Metals (HNO,) 
NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: I 1 40 ml;^_ 1 L Amber: *4l L Poly 



SAMPLE ID NUMBER(S): VkjTPBKA. jfc VjUrT~p<g>Y. U 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methortal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



<^>frc<^€^ S> ^^LOto (^N 



SAMPLES DELIVERED TO: 
DATE: 



ITS 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16, 4" = 0.65. 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



■$§• 


OGDEN 

■" , w :j — Environmental & Energy Services 


Page "2. of g> 


.- ■> 
■ * 


•;• ' TIME : 


UTERS 
: REMOVED TEMP pH TURBIDITY COND. ORP DO 

«i- -J.^». f.of» H-.TJ4 1«^ WO &.<Z"i 
vS T.^T <S.&\ -2-.<n~ To tfvfcT.C^ o.^ 


COMMENTS 


■V 












. . '. 


.- ■ - < 


C^^-^-^-Afcr-*,— O ol ksI^i-m^ttO 10 "f>C> — tr^ppK-^ 




-'■" 






,*'. 


- i ■ . ><..;• , 


*•'■'*■.-, 


• / <i. 


•: - 


-."•».■'' 


;-:. 




..» 












' ",'t 


•. - . . :. - ■■ 




K 


-;; 


>':'■■■ -- 


,.». 


--* - •• 




•'•- 






.;■ 








» ■ 






































































■ 




I 




- ..' 








1 


















1 






1 



1^ 



4> 



^^^^^^^S'^^5R0UND-WATER SAMPLING LOG 



OGDEN 



.l'-:/ 



1 



NWRONMENTAL & ENERGY SERVICES 



OG •'^^■•' "'v-. Xr^v&Page^1,oM 









PROJECT NUMBER: 
WELL No.: LOT/O 



3-3100-0103 



LOCATION: 



MMR 



DATE: HoS^tf 



CLIMATIC CONDITIONS: l-f yc^, UhvJ TIME: MoO 



REMARKS: 



^r 



SAMPLER: C>/ / ^~T) 



WELL PURGING: 



STATIC WATER LEVEL ^ I . 3 £f 



WELL DEPTH: j ; Q K 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



to A 



iQUvJ?/, 



gals, 
ml/min 



WELL PURGE DATA: 



TIME 

;43o 

;*sa 

/Joo 



UTERS 
REMOVED 



TEMP 

7j£_ 



pH 



J^2_ 



.^L&: $S3- 



TURBIDITY 

J3 4- 



JL_Q_ 



K^O S,S3 '5^ 



-L-Q. 



S.?4 ,T,S3 H2. 



^>CP 



fc&^ J£l£2- 7 ' - y 



*?,<£> 



S.fr*/ >S". S"/ 



;/. o 



;3>^ 






^v>g- 



S^v ^5,^ 



s.So :?;, / 



/S>o 



%-S> 5.4^> '3,^ 



/<?. c? 



?.4s £,<K; 



5^2. 



U/,<3 



aa - 



3,S£. S.4Q 



/p. 22. 

7,2.3 
5,3£ 



CONO. 


ORP 


DO 


*S 


3oV 


us* 


/,/, 


3/y 


O.Vf 


k£ 


3^0 


O.UK 


^7 


3/c? 


o>5~> 


7/ 


3«« 


o>S?. s 


•>/ 


35Q 


£>,<■>-). 


7?- 


3<i^_ 


/M>7- 


7Z. 


3^>ir 


0. 33" 


7-S- 


37-?- 


<>,*<, 


7c 


57^ 


tf, 3<, 


7-Z- 


35r^> 


§.zs 


72- 


3W 


o/sr 



COMMENTS 



A-lDOtJI 



***r~* 



•3,7r 7^ 3^? g iy ijr /oov^e/ 



M^v 



SAMPLE WITHDRAWL METHOD: 



^CW P/CO i/.M 



pu~*fl 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na 2 S;0 3 ); MTBE (HCI); 



TOC (H2SQ4): SVOC (None): EXP (None); Herb (None): PCB/Pest (None): Alk (None). CN (NaOH); NO-/NO, (H;SOj): Metals (HNO-,) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: ft 40 ml: 1. 1 L Amber 4 1 L Poly 



SAMPLE ID NUMBER(S): 10 P / Q X A ' ^ F f D X C 



DECON METHOD: 



Liquidnox wash; PI rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



£zv&js£P £j£jjj /9/s-^/O 4^a ii^ ) 



SAMPLES DELIVERED TO: 
DATE: 



. t;t<> 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



V: * 


OGDEN 

. 'c ■'" ™» Environmental & Energy Services 






Page «< of -2,. 

U7vo 


-. 


-..'/; V" r - LITERS 

"''TIME" REMOVED TEMP pH TURBIDITY CONO. 

>SdV JXS- <?>W 6,<rT Z.fr *Z 


ORP 

3*> 


DO 

o> r/ 


COMMENTS 


V ' 


/S)0 33 7-bl S^X k,** ?*. 








■- 






S^t^P ><TM 








dd>4^//*^/^<L bo - IQ/**(L 




■ . ■ J 


s 


ItrfUl a*As\ & A-J&fxM c 2JbA)rO <P/r^3 
















-.. 




: 














•'• ■ ' p* - 


: 






ift-v . ■ ■ 




•:■ .,, :..'. 




:>■ . --. 




•; :«•>'-■ ' 




■--- 








; •'-'• '"'V'-- ■ ' 




'.. 




•'-■ ' 




: $ ■ '-'' 




























































i 























J 



























l«- 



OGDEN 



StJfn£T 9CU5TOOV3 



GROUND-WATER SAMPLING LOG 



Page 1 of 1. 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma PATE.- f/ftpfo^ 

WELL NO. t^ rri 3> CLIMATIC CONDITIONS: rai^.t.s,'^ ^~r TIME: ^z*T 

REMARKS: <pl,'l- sgto^ Lo^i TZLc SAMPLER: r.ufth. 



WELL PURGING: 



STATIC WATER LEVEL: ^Zf=\2. 



ft. 



WELL DEPTH: /e>a 



ft. 



LENGTH OF SATURATED ZONE: Q.c^i linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA gals. 

Low Flow Bladder 



l\JA 



gals. 



REMOVAL METHOD: 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



TlMfc TEMP 

DATE l /(Co (O 



PH 



TURB. 
(NTU) 



COND. 

(uS/cm) 



ORP 

(mv) 



DO 

(ppm) 



flow 

rate 

(ml/min) 



draw 

down 

(ft) 



COMMENTS 



-r^ 


T-.-&I 


<tMo 


<7.efl 


1fe> 


<7.k<? 


^c*^ 


t.l* 


^TrCD 


q.Mr 


^2o 


?.6fiS 


<!?& 


9.W 


*?WC> 


<7.CC- 



5.^ 


33.:> 


<5.-&^ 


•oa 


'S/S'S 


JJ.O 


■5.^ 


r*:» 


fM 


f/.^o 


lo.^f 


<i.i\ 


5".^ 


}.V> 


5.1-1 


=*.2l 



2<4 


25 </ 




fe=>o 


f* 




W 




^C 


/oo 


"^ 




15 




>^ 




>S 





<?6fc> T.^S B.7I yjj >5 353 o.-Zl- 



-S-5 ^ 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: ■WeBIO. EDB (Na 2 S 2 3 >; MTBE (HCI); TOC (H 2 S0 4 ); 



SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/NOj (H 2 so 4 ); 


MotaiG ihno^) 


NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 5 40 m| : ^ 1L amber; 9. 


ILpolY 





SAMPLE ID NUMBER(S) 

DECON METHOD: See Work plan 



L^ilVf. isr/3X4 (L \jqc ffl A>U-fr7jfOs 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



TRANSPORTER: 



DATE: 



TIME: 



tolc^W^fn'c ^Q>~- H PPM 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 

Page«2_ofiL ^ 



PROJECT NUMBER: 513000103 LOCATION: camp Edwards, ma WELL loTV^ 

-T~tiAr flow draw 

f IVIfr TEMP PH TURB . COND. ORP DO rate down 

date Uf(p (o (NTU) (us/cm) (mv) (ppm) (ml/mln) (ft) comments 



looo 



S^fl £^2_ S3 -2S ,7*5 f gii£3 ^.^yf.pvt^ 



too<z SJ£i S3±L- yuZ, 35. 251 g>-V* g^ 



ICQ ^V3 S^fr LS3 ^W 3<5t o.-Sl. a>5 



U&5. <*M\ 5?tS ^.U=t ^ST 2H^ £>.^U _jo. 



t 



OGDEN 



c \0 i ^rroo\ \ 
GROUND-WATER SAMPLING LOG 



Page 1 of <3 



-. cjj^Jss. 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE 

WELL NO. (mT"^ CLIMATIC CONDITIONS: ^..^t^V TIME: fo.^ 

REMARKS: SAMPLER: Af^/<;a7 



WELL PURGING: 



STATIC WATER LEVEL: ^jLtoC? ft. WELL DEPTH: \CD(,~> . / * ft 

LENGTH OF SATURATED ZONE: linear ft. VOLUME OF WATER TO BE EVACUATED: NA g a | s . 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = NA ga | S . 



REMOVAL METHOD: 



Low Flow Bladder 



PUMPING RATE: 



ml/min. 



WELL PURGE DATA: 



f (Nt TEMP 

DATE kffO (O 



PH 



TURB. 
(NTU) 



flow 



draw 



((oQ 


IM.l-l 


k.2> 


^c?.3 


Heft 


fo Q "7! 


ra.a 


(Ufa 


l6^M 


/-^ 


fUl 


U?( 


fL.o 


C.?=7 


!*S.^ 


n^ 


IL.V, 


U.T~( 


(</.<? 


i*SM 


\L.Uo 


C^.'^i 


f4-> 


**& 


fT-.o 


L . 2*K 


!</.> 


mu 


(>.>? 


k.2-ft 


iv* 



COND. 

(uS/cm) 


ORP 

(mv) 


DO 

(ppm) 


rate down 
(ml/min) (fO 


1^^ 


fC?.^ 


t/.1S 


V^O 


nr* 


c?.6 


5.M 


t/T^ 


'**-> 


*/*/:> 


l<K-> 


- 1. 1 




^£> 


l*kU 


U*55> 


!<kK 


ty^> 


<Kh 


-(.■5" 


^y^D 


W 


-e>.^ 


f.^r? 


w? 



COMMENTS 



'f5/ IU.^3 



6.^-? 



&3 L3fjf &iS 



n 



I V^ 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: voc (HCI) : EDB (Na 2 S 2 3 ); MTBE (HCI); TOC (H 2 S0 4 ); 



SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); NOj/NOj (H 2 SO„); Metals (HN0 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: 



40 ml; 



1L amber; 



iLpoiy 



SAMPLE ID NUMBER(S): kPf- J^XA 
DECON METHOD: See Work plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 



DATE: 



TRANSPORTER: 



(feJratM^foV. bQ : Lgftd 



TIME: 



CASING capacity (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" - 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Pagq^of^ 



PROJECT NUMBER: 313000103 



LOCATION: Camp Edwards. MA WELL /a^T?^ 



i( MG TEMP 

DATEk/YO (O 



Mo 



GLj 



/7-oS 



PH 



TURB. 
(NTU) 



COND. 
(US/cm) 



LLiJ L23 



ORP 

(mv) 



DO 
(ppm) 



flow 

rate 

(ml/mln) 



draw 

down 

(ft) 



COMMENTS 



£2 lh z_2 j_a^_ y^b 



QAL. L3^ Ll 



Q!j L£ 



^•33 



/f.V a^ 9- / A6.3 



flJa L2I 2^2 /63 



SAMr TL £ 4r f 2^Q 



% 



OGD 



GROUND-WATER SAMPLING LOG 



Pagel of_2 



UK 



RONMENTAL & ENERGY SERVICES 



^onwoo^ 



PROJECT NUMBER: 

WELLNr: g^id ZX 



3-3100-0103 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: /<l»<7w , ^f A 



REMARKS: 



A6 ^A A fo frfeg fe/ 



^ 



DATE: /3 J/7^'7^ 
TIME: / V^/c> ' ' 



SAMPLER: ^ATO 



WELL PURGING: 



STATIC WATER LEVEL: 37,/?- 



WELL DEPTH: 



in 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD. Bladder slow flow PUMPING RATE: 



A>ft 



<£0.\>f/*<<J 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

35? 



LITERS 
REMOVED 



■& 



TEMP 



PH 



M 



^?fr Xi^ 



a.o 



.1j2_ 



Jz^o 



TURBIDITY 

^c2_ SJS5 o^> 



±2_ S.S? 



S,J 



JLiL 



~?>,o 



i^La S»sy au 



_£,£. 



* 



r^ 



s^ 



i3L 



5i_o 



3^ 



5JT 



0O.t> 






r,s 



i 



S-5T? 



si 



Ca&el 3 fc L 5 



COND. 


ORP 


DO 

f3S/b 


U 1 


^O^ 


'3.1? 


bl 


31^ 


ll-VS 


W 


3*7 Z. 


\z-ri-L. 


t«t 


396. 


iZ,Xs 


bl 


3^ 


(Z.1^ 


hi 


Vo3 


'£.*3 


bo 


Vc(^ 


>^.<^> 


{jjC? 


4/; 


)2,U1. 


Lo 


fZ.S'} 


&* 


2^3,1 


^^°i 


S<\ 


-2,^.^ 


^.M-'-r- 



COMMENTS 

too,**!? At-^\. 



hrdhJ/ 



iV£=_ 






SAMPLE WITHDRAWL METHOD: 



BMjLU. s/pj flu 



'"■■ ■•<•*.•.•«• 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: "S &QC g4Qft EDB (Na,S 2 Q 3 ); MTBE (HCI);' " 

TOC (H2SQ4); SVOC (None); EXP (None); Herb (None); PCB/Pest (Nona); Alk (None); CN (NaOH); NO;/NQ 3 (H^SO,); Metals (HNO3) 

NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: | & 40 ml: ^j 1 L Amber; V_ 1 L Poly 



• SAMPLE ID NUMBER(s): f]Q *W'> \f tfmuh - Cd^O j" ^<? QJ I - S \ UFy^XA/U^-^X^ 



DECON METHOD: 



Llquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: ^ ' */** , J__ j^g <- ° "- ^^^- ^Yjjj 



Ovv 



SAMPLES DELIVERED TO: 
DATE: 



r/5 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

i- 2" = 0.16, A" = 0.85, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 

Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.04 ][(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGD! 


EN 

Environmental & Energy Services 


1 








Page ^ of g 










' / TIME 

flop 

a^ 

«<fco 

lOOo 
% O lO 


UTERS 
REMOVED 


TEMP 

6, .4^, 


pH 

^.£*. 
.*■■*• 

3\4v 

SirtfiL 

5 fcfip 


TURBIDITY 

fo.Bto 

IL.teo 

Ian**' 

lto.o3 
tto;Lto 

n.vi- 

it** 


COND. 

/to© 
SSL 

s% 

too 

<©o 

Uo 
too 


ORP 

3i£.3 

ass*.* 

yn.i 
vi-r.s 

"*3*3 
3io.<» 
Vn.<T 
Vit.«i 


DO 

iS.iT- 


COMMENTS 


ll.o 


to.(*»f 




LL.^" 


(e».r^D 




V^.o 


ton* 




Ll^.g" 


to.->4 




t/\.0 


falT- 










fo.to* 

to.fc2> 

7. co 








tfe.o 


to.<a*f 




16. jC 


to.gto- 


m.o 


<b.13 












£.«.£" 


to.^S 




l**.0 


to.^<¥ 




10. o 


to-ucT 




Zi.o 


C.ftt 




2^..0 


k*.7_ 




2,3.0 


u^ 




ta.S' 


f^xn 


2>^.o 




-2>4i.^ 


11. ft^ 




coWtcA V 
4jex<i\<^ Oi 




D^ Id *w 


W.12 a 






















"Tuflfi 


pR\0ft To 


>tu fi i!5"<-y 


















































7 






) 













.. 



- 



. OGDEN 



GROUND-WATER SAMPLING LOG nrM ^$$ ^ Pa 9 e 1 of -i 



qo^ 



il 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



WELL No.: 



REMARKS: 



\k\N~b\ Y^ w -"? C limatic conditions: -frS pk*lu&*** \ 



MMR DATE: 

TIME: 






SAMPLER: Ag/Sfr) 



WELL PURGING: 



STATIC WATER LEVEL: 



^ ■^ 



WELL DEPTH: 



LENGTH OF SATURATED ZONE; 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



frz? 



ml/min. 



WELL PURGE DATA: 



TIME 



TIME^ 

to £4 

'^3 



UTERS 
REMOVED 



J7 



*\ 



V, 



Q^\ (jl£2 <r.r7 



CONO. 



+ ]0 

ORP 



DO 



COMMENTS 



ikii UJS3 £jfl 



\/?17 (Liafi *-"U 






?0 ^ 



k 



L2L 

HE 



f/).(ef> 



3 lE 2dfa -W<H 



ig&J diik 



7 >T% 



3£jr_ 



kko ;; fl< ^g£; 






3_2£ 
3^ 



^°iS 



SAMPLE WITHDRAWL METHOD: [qVMmJxY' lflrtuJrtrW 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na ; S 2 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None): $XP (Nonej Herb (None); PCB/Pest (None): Alk (None): CN (NaOH): NO;/NO-, (H,SO,); Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 40 ml:£-1 L Amber _ 1 L Poly 



K"? ^Kn-y^fyK 



SAMPLE ID NUMBER(S): frJ V h \ XA VO F "SHrXA Q \~b*Yj 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; PI rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 

^T 



SAMPLES DELIVERED TO: 
DATE: 



££ 



obutbb 



TRANSPORTER: 
TIME: 



U<LW 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



OGDEN 



GROUND-WATER SAMPLING LOG 



qtft\^ 



Page 1 



-i 



m 



RONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 3-3100-0103 LOCATION: MMR 



WELL No.: JUW"M"l CLIMATIC CONDITIONS: IF ^LUtLU 

REMARKS: \^S")^L 



DATE: n\6b°t°[K 
TIME: flffl 



SAMPLER: 



~W*5 



AT>/s+f 



WELL PURGING: 



STATIC WATER LEVEL 



WELL DEPTH: 



\30 ft 



LENGTH OF SATURATED ZONE. 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



O OnWrnin. 



WELL PURGE DATA: 



TIME 

to 01 
[h2k 



LITERS 
REMOVED 



5% 
TEMP 

n nz~ 

[\-s3L 



COND. ORP 

77-ao 3 lM-3 
^5£ 3Q-1 &Li*> 



r \ 

PH 

4-01 



(0/ o 
TURBIDITY 

s is 

Ml 



5.35 U,. 3 



DO 

2^g 



COMMENTS 



ii_± 



5.55 

S^3 



JM- 



A^. 



fr-ki 



*ioo Z3&3 f=^f-r <^-o3 ^ ot*>^ 



^1 



(a (^a. 



SLon 






L£vgg 



f, l>3 gUo _2S£^i2 -iiLZ." 2 -. 



SAMPLE WITHDRAWL METHOD: 



bb Afar ' I niAjtfo 



v 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



^EXP(NoneK>l 



VOC (HCI); EDB (Na ; S : 3 ): MTBE (HCI); 



TOC (H2SQ4); SVOC (None^ EXP (None);>lerb (None); PCB/Pest(None); Alk (None); CN (NaOH): NQ;/NQ 3 (HzSO,,); Metals (HNQ 3 ) 
NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 40 ml; 2-1 L Amben _ 1 L Poly 



SAMPLE ID NUMBER(s): 



<z>>^~^4>^ GO-//? ff^C^/lJ 



IT 

Liquidnox wash; PI rinse; Methonal Rinse; PI rinse 



PECON METHOD: 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



SAMPLES DELIVERED TO: 
DATE: 



(M 10^ 



\&_ 



TRANSPORTER: 
TIME: 



QA& 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 




-WATER SAMPLING LOG ^ §!fci&w5£s^ 



V?'? r ',*--M.i;-i- 'iv^^fli^s:- .--ftV-v-. ■■■; - .-..•;;..;•',•■..■.■,. ■■"•:=: -<- .-.A - £?^j£rjs5s 

*:%.*^.y :; y;;v.;-v..\,,v:^.-^..V.., .,---•; ••.»-.> ,^j-r ? : • ■ -. ■.-.,':_, MP^^-M^^ 
f Services '". ■-■■?■ ■':, ■■:■ . . ■' . «i; \- . '. . -,'i',, • . v { r .:-. •-■;4--b^^<>3&£ 



•*$■*- 



&'*£-. 



PROJECT NUMBER: 3-3100-0103 
WELL No.: G McO S c j 
REMARKS: 



LOCATION: 



MMR 



CLIMATIC CONDITIONS: 



DATE: I JXW 2£; 
TIME: /4^q 



SAMPLER: d/V/ >?*J 



WELL PURGING: 



STATIC WATER LEVEL / J , Oj 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow now PUMPING RATE: 



fJll 



ioOr.j' /,-,... 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 



UTERS 
REMOVED 



-» t.- 
u 

TEMP 
fO ,'Z_ 



tJ-l 
pH 



i=4Z: 



tiH 



■4* 



j£ 



i Vci.- 



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TURBIDITY 



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ORP 



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j£i 



DO COMMENTS 



Q.OA /W^V^. £TU/ ft, I I 



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Jr.->^.. I- ^~-"f--' 2 ; - I ■ <■ fjT'._.- 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S;Q 3 ), MTBE (HCI), 



TOC (H2SQ4); SVOC (None): EXP (None); Herb (None): PCB/Pest (None): Alk (None): CN (NaOH): NO : /MQ 3 (H^SO,): Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: M 40 ml: *1 1 L Amber U 1 


LPoly 




SAMPLE ID NUMBER(s): L'O f | 1 Y'A / tO A", 7Vl 


/ 


DECON METHOD: Liquidnox wash; Dl rinse; Melhonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: OeCotsy. & H <- 


Sj/s H^^ 



SAMPLES DELIVERED TO: X 'T ^ 

DATE: 



TRANSPORTER: 
TIME: 



CASING CAPA CITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8' = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 




GROUND-WATER SAMPLING LOG 



l J aye I ol ^ 



■ ■ ■ ■ ■ 



; PROJECT NUMBER: 
WELL No.: °i0iM^lO 
; REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



DATE: fc Etkli 
CLIMATIC CONDITIONS. C (w, uj*vL TIME: / 4-3 O 

PrAWji £^1*^3) 0>vty ^ S ^ SAMPLER: £^/j~Q 



WELL PURGING: 



STATIC WATER LEVEL: 



Sl.>3 



WELL DEPTH. 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD Bladder slow flow PUMPING RATE 



f0/\ 



Qoo 



gals, 
ml/min. 



p;> -,.. 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



LA± 



- K-VI 



' -■I s-c.o 
i ^ ^^ 



UgS 



^■hrio 



.^ 


4 


L' 


9 


1 O 


* 2. 


<<*- 


tU 


1? 


i y 


n 



TEMP 

3lJJ 



pH 






JL_Li_ 

2 fc * 



< » 



^_LL 



u± 



I^LJ 



AIL 



* 4Z. 



Lis 

S /> > 

S.4u 



TURBIDITY 
4* . f , 


fc'i.V 


44. V 


3S.Z. 


7e. ^T 


'7- / 


/Lp,U 


rc p i 


?.S3 


L la- 


's. Sc' 


4.Z* 



COND. 



k i. 


a 


r< A 


L<T 


U(, 


fc V 


L r i 


^n 


n 


b i 





ixo 



2^3 s-'tt- 4.us- 



Cc^l 



ORP 

21 1 

ik3j 

Uj 

3JLk 

&JLk 

3 c i 
3c 1 

3c£ 



COMMENTS 



DO 
IJJ± 






Lu£3: ^-^C- SULL! 



4 43 









.; SAMPLE WITHDRAWL METHOD: B UcUjk j -w^fl 



*t9Sftf^g£ 






: LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na 3 S 2 3 ): MTBE (HCI); 






-TOC (H2SQ4): SVOC (None); EXP (None); Herb (Nono); PCB/Pest (None); Alk (t lone), CM (NaOH): NQ ? /NQ 3 (H 2 SQ.); Metala (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



40ml;<£*1 L Amber; 1 L Poly 



■SAMPLE ID NUMBER(s): %Cj-- ~l0 rO"x£ ' Sflr^OLg - Vvj >Q X A 



DECON METHOD: 



Llquidnox wash; PI rinse; Melhonal Rinse; PI linse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



"bSca^^flf ^VTg/^ 



SAMPLES DELIVERED TO: 
DATE: 



c- 



_2i_ 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons, linear foot) 
2" = 0.16. 4" = 0.85. 6"= 1.47, 0" = 2.6, 10" = 4.08. 12" = 5.87 



2« 



.Well Screen Volume = 0.041(dph 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 










-^■1«*l 



• ■~h~.'i&;-<e$\ 



m 



\ARONMENTAL A ENERGY SERVICES 



Page jLof J^ 

^Cf^ 1-0 

1/ hA lo r i fr 



*&£ti*-/$$f?W--i- .'7f, LITERS 

V* "''l/TIME* '"h." -REMOVED TEMP pH 


TURBIDITY COND. 

4.cVi * -) 


ORP 

3? u 


DO 


COMMENTS 




. r . •■ ; ,-} ... _ 






)Co"2-o - CfJLr^-s^p-^U 




_ 








117,1- : t,JU,^ U-Uj.^f.,., Qo -. 


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GKOUND-WA'I l£K SAMPLING LUC 



I MJJ l Ul 



■ ■ ■ 



! PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



/AMR 



L>aie: Q h,~A *?k 



'WELL No.: °frO Kl^ 9-/ 



^REMARKS: 



_ CLIMAT IC CONDI I IONS: ? s\ ^^^ ' I MR: °WO 
!^JPliS3aLL^d^iljJ ^ 3Vf ' l r >yuJ r SAMPLER: g[j / Tp 



WELL PURGING: 



STATIC WAICI? LEVEL' 



6 : H fc | 



Wl.l I. lll-PIII 



LENGTH OF SATURATED ZONE: 



| VOLUME OF WATER TO BE EVAC1UAIEU X 3 CASING VOLUMES -■ 
^REMOVAL METHOD. Plodder slow How PUMPING RATE: 



/V/J 



2oo 



ri)l/min 



.■■■ v I=<>a 

- fcWP&i 
r-.'/,-/.';i...^ 

v <' "£#?#$ 

v.-. £*•*** 
r." . "i ■ 

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\ p' ' 

■; fell 

?*: -^ 
■ .'■.«.••. '»-. 

X »*- 



WELL PURGE DATA: 



TIME 



LITERS 
REMOVED 



jcf*fz.5- 



•©- 



±£ 



l,D 


3 


O 




.0 


> 


c 


1 


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TC^'s ~ZZ 



TEMP 

r.S(, 

XJ_k_ 
7-'fr 

R-Q* 
SLLte 
SL3J 

SJ-fc 

gj m 






pH 

5-3 


.fL 


^ 


5. 


n 


S" 


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s 


-Vr 


s 


"ft 


<i 


(,4 


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turbidity 


n i 


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/ 


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4 


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US 



COMMENTS 






LL3g 

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^£0 



•l&JLL 



Uuhl 



r. ■'■ 



S.Lj.0 



fO 



JlI 



21^ 1j3: ^ilfei: 



JL13L fe^aKJfaa 



METHOD: f>l ^ «^ j<^ y . -^O 



^SAMPLE WITHDRAWL 

TlABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EUB (Ua;S,Q 3 ); MTHE (HCI), 



•; <TOC (H23Q4); SVOC (None); EXP (None); Heib (Nono). PCFJ.Pnst (Monc); Alk (None); CD (NaOHJj NO/I IP , (I l ,?Oj): Motnln (I m o,) 



"^NUMBER AND TYPE OF SAMPLE CONTAINERS) USED: 



,40-ni l; < Xj L AhiI)* m; 1 L Po\y 



-'<'.-:■> 



.' ... •.-'*■ 
!ff>.¥k 



i -/■■ 



?* v..- - . . 

fl SAMPLE ID NUMBER(s): 



yuZ-Ll y<L z x ~- l< I ^>^L ; ^o. r /-/x A 



DECON METHOD: 



Llqiiidiiox wash; PI linso; Mejhoiial Rinse; 01 lingo 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



^£c a,,, 6iAc S-jsTO^i ..... 



.'SAMPLES DELIVERED TO: 
..DATE: 



L I 



TRAMSPOR'IER: 

TIME: 



.Well Screen Volume = 0.041(d)'*h 
..Saturated Filter Pack = 0.041[(d1) ? -(cl 2 ) 7 Jh(0.3) 



CASING CAPACITY (g.lllon^lliionr font) 
2" = O.IG. 4 - = 0.G5. 6"^ 1.47, 0" = 2.G. 10" = 4.00, 12" 

2m 



.1/ 



r 



'■i ■ ■,-■'■- 







1RONMENTAL & ENERGY SERVICES 



Page _£ of^ 



?1&?TIME^*.'^ ' ; REMOVED 



"g^iffpiggri 


i$r..****°?:£ 


J* t <5 


70 


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pH 



TURBIDITY 



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iz. 



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*r 



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s . \ 



S~.o u s. c> : t^ 



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7 ?& -S&. 



y.i c T C «M 0/t/ . -£*- 



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DO 



COMMENTS 



3 3?-- ^.C2r 



III LJ Lk 



1-fo L1V 



^S l n.O^ 



.111 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of * 



m 



RONMENTAL & ENERGY SERVICES 



<T 



PROJECT NUMBER: 3-3100-0103 

WELL No.: ?Q/V /J&° 
REMARKS: 



LOCATION: 



MMR 



DATE: /£££8j ff- 

CLIMATIC CONDITIONS: WOrc*,^ // g re < z< T , ME: /S g~S~ 



Cc/Ac t Ftp 6S3o) 0* jy 



</Q*£- 



SAMPLER: 



Ctf/TD 



WELL PURGING: 



STATIC WATER LEVEL: 



*/?.*/<> 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO 8E EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow now PUMPING RATE: 



jjA 



/CO 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

/Ceo 
/b/o 

TZJd 

7C3Q 
Q7/S 
7 as 

07 xr 

07VO 
07 1> 

OJS'O 
7?3~ 

CSrOO 



UTERS 
REMOVED 





/ o 



a-o 



30 



£/. o 



£JL 



JL£ 



G-o 






v> 



%,o 



TEMP 


pH 
7 01 


^.s-o 


6/5 


$53 


ST.Sru 


3Ji 


C.77 


$.5-1 


6 <* c / 


f3f 


G it 


<$.Oo 


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$■06 


5-JT7 


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£.76 


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TURBIDITY 



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*/£// 


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A G 7 


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5T6 



ORP 
K<7 



DO 

t33S 



5-/ 


'3/ 


7 7% 7 


5-3 


7b 7 


i2V7 


1T3 


77S 


72 S3 


7j 


72S- 


7J-. V* 


CO 


/<Z 


'352 


srf 


/76 


/j;/ 


srr 


7*3 


/? <70 


s-y 


7fy 


i3-lt 


S~3 


s?7 


>3?f 


SI 


3oo 


/33Sr 


5-3 


303 


J 3 93 



COMMENTS 
/0O S*l//^t,rl 



Ste't- Qo rex f$ 

/Obr»//sj,~« Writ' 



/OP *-»//£7] 



X> 



■7-57 ^73- /-32 



S3 



3 07 /3 W 



SAMPLE WITHDRAWL METHOO: 



/cW t/oy^J bi^d'-Ci 



Q v~>p 



VOC (HCI); EDB (Na,S 2 3 ); MTBE (HCI); 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

TOC (H2S04); SVOC (None); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); NO;/N0 3 (H3SO,); Metals (HNQ 3 ) 



NUMBER AND TYPE OF S 


SAMPLE CONTAINER(s) USED: 


_40ml;_2 


1 L Amber; 1 


LPoly 
















SAMPLE ID NUMBER(S): 


uftox/i: 


fSo 


e& d*//*ckJ 


fs*c TWJ/o 


<) 


















DECON METHOD: 


Liquidnox wash; Dl rinse; 


Methonal Rinse; Dl rinse 


























PURGE WATER DISPOSED OF IN DRUM NUMBER: 




Qcco^x 


Otic 


3u 


> rc*v-i 


t 
1 



SAMPLES DELIVERED TO: 
DATE: 



Trs 



TRANSPORTER: 
TIME. 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4- = 0.65. 6"= 1.47. 8" = 2.6. 10" = 4.08, 12" = 5.87 



Well Screen Volume = 0.041 (d) 2 *h 



Saturated Filter Pack = 0.041[(d1) -(d 2 r]h(0.3) 







I .?■«"■* 



Ilk 



vmnNMFNTAL & EnEPOY SERVICES 



P $ , 5iGfcS§|pgBS!!WW' s *fe* flS"** 



Page ^ of j£- 



■^tim'ej^vT: 


;.,; i;-. UTERS 
"REMOVED 


T.T 


/<D.O 




■ •• *¥■ ; 


-fceK^t % 




;:,.,-.. *i»!" ■'; '"- 


!*y~* VV . . /.; -- 


;l ! 'j'W; •*>$$.+' t.- (i- 




^B*sS&Wg«»Vft' 


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/T^.'V •''i-.i; '-- 1 _>./ -V' ■ 


"y™- ifflg.^-^"- ■*•- 


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$£gityr$9J$Ni»&;; 


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^ ' ^■'^•'- -■ 


';'■"* " !&•''■ .-.. • ••" ' 


•;. _■.-,■..•>,,-'• 



TEMP 

JLlP 



pH 



TURBIDITY 

e,4s 



COND. 



^.cs 5.? 3 r.iz. ^2. 



131 13jL C C\- £i_ 



•*iC 



ORP 



DO 

'3.4* 
'3 AS 
n 44- 



COMMENTS 



-S^ 



OGDEN 



GROUND-WATER SAMPLING LOG 



Page 1 of Q_ ** 



PROJECT NUMBER: 313000103 LOCATION: camp Edwards, ma DATE: P/a4-yS&fi 
WELL NO.UsEkaaBfefclQ CLIMATIC CONDITIONS: ra^ . ,^,VU , t^»F TIME: [225__ 
REMARKS: SAMPLER: at/fa^ 



WELL PURGING: 



STATIC WATER LEVEL: 



?.3o 



ft. 



WELL DEPTH: 



ft. 



LENCTH OF SATURATED ZONE: 



linear ft. VOLUME OF WATER TO BE EVACUATED: 

VOLUME OF WATER TO BE EVACUATED X 3 CASING VOLUMES = MA gals. 

REMOVAL METHOD: Low Flow Bladder PUMPING RATE: 



IMA 



gals. 



ml/min. 



WELL PURGE DATA: 



DATE 



TEMP 
(O 



9-?o 



L2HQ %2S- 



PH 

5351 
BB2 



TURB. 
(NTU) 



COND. 
(US/cm) 



ORP 
(mV) 



DO 
(ppm) 



<&& 33_ 
201 32l 



22L 



\2SQ. *5hl S J2H 22d 3A. 



<?4Q 



L23Q 






253 £SS. 



L3*e 533 



i^gro s^£ s^sa 






m. 



ai 



J3^: 



3^ 






flow 

rate 

(ml/min) 

icso 



draw 

down 

(ft) 



COMMENTS 
Z >■ 



i 



* 



r^ 



SAMPLE WITHDRAWL METHOD: 



Low Flow Bladder 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: VOC (HCI); EDB (Na ; S 2 5 ): MTBE (HCI); TOC (H 2 SQ 4 ); 
SVOC (none); EXP (none); Herb (none); PCB/Pest (none); Alk (none); CN (NaOH); IMOj/NOj (H 2 SO„); Metals (HN0 3 ) 

NUMBER AND TYPE OF SAMPLE CONTAINER(S) USED: JL 40 m| : _$Lu amber; ,^— Upoly 



SAMPLE ID NUMBER(S): f>OU^yb, L,t^XAux^3yL 
DECON METHOD: See Work Plan 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 
SAMPLES DELIVERED TO: ITS Laboratory 
DATE: 



TRANSPORTER: 
TIME: 



Ccj?U&U?m. £ve«L. kr? = 5**slL , frt^sAL-fuZtZio ciV - \3.oKjrru.* 



r 



casing capacity (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



OCDEN 



GROUND-WATER SAMPLING LOG 



Page_^of Q_ 



PROJECT NUMBER: 313000103 


LOCATION 


: Camp Edwards, 


ma WELL:osFw->asrtro^s 


DATE 


TEMP 
(O 


PH 


TURB. 
(NTU) 


COND. 
(uS/cm) 


ORP 

(mv) 


DO 
(ppm) 


flow 

rate 

(ml/mln) 


draw 

down 

(ft) 


COMMENTS 


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GROUND-WATER SAMPLING LOG Pa 9 e 1 ° f A 



PROJECT NUMBER: 

WELL No.: P5 cO Z.W / 
REMARKS: 



3-3100-0103 



LOCATION: 



MMR 



/ 



DATE: IZ.O c^lf 



CLIMATIC CONDITIONS: Ciggys; S^M , TIME: £?j <Tg 
^i; 5 ^ SAMPLER: SU / Q>H 



WELL PURGING: 



STATIC WATER LEVEL: _ S ^ , V 3 
LENGTH OF SATURATED ZONE: DWC/OJvoJ 



WELL DEPTH: 



io~D 



/V/) 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 

REMOVAL METHOD: Bladder slow flow PUMPING RATE: f OU fi*i I !\*vs 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

/o/o 

/uS"Q 



LITERS 
REMOVED 



/ / tt 



i no 



i>co 






/. £J 




2 , 


3,0 


^.o 


5T.P 


6.0 


7-0 


S'-sT 


9.o 


/c» C ") 


//,o 



J s. o 



TEMP 

2d£3 

s.zc 

Y'3 



pH 


TURBIDITY 


^$",50 


42J 


Ss,3fi 


2*, 3 


£*.3fc 


;?<• 


S.3j 


/ /2L 


S\ ZS 


q C. 2 


S\z5r 


?-?.r~ 


57 ^ 


to.ir 


S-eo 


"~* "• ! 


1,27 


(,T.U 


5". £3 


Oa . T 


S.2W 


=*/.*? 



COND. 

' To 



ORP 



DO 
ll.V? 



/^G 3^3. *3,yi 



COMMENTS 



*S3 

lAl - 3fr P 



) •iic J?Q 



-O. 23 DO vtu^r/ - aa j ** > 

LL&3 



?*>&< 



JLi_ £?? 



<W 



IT 



ULL 






It 



i^-t 



£ c ,3 11.17 



r.a? 5 3.S 



;*6 



3W j£ VV 



3co 



/'- 



3 /. 



3 o g-, "-rf 



J2± 



it. 






o-t 



SAMPLE WITHDRAWL METHOD: 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na,S ? 3 ); MTBE (HCI); 



TOC (H2SQ4); SVOC (None): EXP (None); Herb (None); PCB/Pest (None): Alk (None); CN (N3QH); NQ 2 /NQ 3 (H 2 SQ 4 ); Metals (HNQ 3 ) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: I 1 40 ml: °\ 1 L Amber Jf 1 L Poly 


SAMPLE ID NUMBER(s): IJ> 03- *-J A / £ /o J*ft\A*P A^^c/ik ! 02.^ XA llJ 


i)2j*L- 


' I .) / j 


DECCN METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: ]^i&pnflm of frl ^)fs(oJ 6AC 


Sfcrirf 



SAMPLES DELIVERED TO: 
DATE: 



d 5 



TRANSPORTER: 
TIME: 



Well Screen Volume = 0.041 (dr*h 

Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4 U = 0.65, 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 

2*1. 



OGDEN 



TIME 

_USo_ 
iz^q-Q 

IZ'O 
'^ ^o 

T 3 z^> 

J33Q 
■ ^^o 
L1SS 

i4-OJ 
/ 3 3C 



LITERS 
REMOVED 



13- 



n 



_a_L 



2-3 



.Ok. 



£1 



-1£- 



^£ 



JL^- 



JGL 



35$- 



2± 



Vo 



4/ 



*X 



4Z 



<*■£? 



Page ^_ of Z- 



PH 



TURBIDITY 



COND. 



SV£j 5W,K- /S-Q 30*7 /^.V/ 



TEMP 
JJ±_ 

*JL£ 

k-21- f.23 ,<W.y jS± 

*.4S S.Z3 Vls'ls \^3 

I SO 



ORP 

3 OH 



DO 



COMMENTS 



/ z. fri 






ft.^n S.^3 Si.3 



3L\ 



SLAl S.x? £SL? 



3'a> 



q«j3 ua 



JO. 



5.221 



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»4i' 



9.33 j~.a^ ^3, y /?fr 



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Tog.ft v>g-toi^ To v^CVAcS <i c ^cgcTioO = V y / 



os^s swwaastobs 



. "' ^r,rr-— . ,~" "ts Environmental g Energy Services 



^GROUND-WATER SAMPLING LOG 






'* iff ' • :.' I- 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: ^SAJ/y*??- 



WELL No.: IWr>0£^P 2/S~ CLIMATIC CONDITIONS: ^j^ clo^J^ , TIME: 

^J i **| SAMPLER: Oy/^ 



REMARKS: 



WELL PURGING: 



STATIC WATER LEVEL -ST^. jf^) 



ft WELL DEPTH: __2 L c£S\2_ 



LENGTH OF SATURATED ZONE. 



VOLUME OF WATER TO 8E EVACTUATED X 3 CASING VOLUMES 



AJA 



gals. 



REMOVAL METHOD: 



Bladder slow flow 



PUMPING RATE: 



IQO 



ml/min. 



WELL PURGE DATA: 



TIME 
I 5^0 

t \ iO 

«S4-o 
_L£j£cl 

fL»OU 

lU IJ 

07CQ 

OliO 

C71C 

073 C 

Q7H0 



LITERS 
REMOVED 



°c 



"5.Q 



(*.Q 



JlJL 



V.u 



/o. o 



/Q.O 



//.c 



a.o 



/ 3,0 



/V.Q 



TEMP 


pH 


•r.ou 


>. OO 


4.4-1- 


S. /£- 


lod 


-r.fi 


T.iS 


'^1. 


l.v'S 


a 03 


'l.t* 


(,.10 


<i ,*«, 


(..n 


H-lt 


£, ?V 


q.ZH 


C.5I 


9.7k 


6-vsr 


9.7 V 


£..39 


*-«■ 


4.^0 



TURBIDITY 

3JL4 

<%.3 



CONO. 



ORP 

2l£ 



DO 



/c 



IJL 23*7 <7,Cf 



comments 



(44 



£.5*1 (z.cC /o-> W A*^ OTW £ < 



»3* _ili 



K.OL- 



VLZ LiL 



'"SZ- _25l ILUS I^rcj 2Sll&±Ea 



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a*it» LtL^J 



Iio. 



is/ 



77? 



'5^ 



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/*// 



^>7.A 



_!iZ£_ 



122. 

03 



3£fe 

344 



tt 



/7i3 



/7^3 OTtQ SS.^S' r 0^ 



<*■- 



17. St> 



SAMPLE WITHDRAW! METHOD: ~\lm\Q&*l S^-.q fc^J 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na,S r 3 ); MTBE (HCI). 



TOC (H2S04); SVOC (None): EXP (None): Herb (None): PCB/Pest (None): Alk (None): CN (NaOH): NO ; /NO-, (H-SO,): Metals (HNO,) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: ^ 40 ml: ^f 1 L Amber *£_ 


1 L Poly 




SAMPLE ID NUMBER(S): L,} L^ V \ A ' VJ (^ uS 3 t_ 




DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 




PURGE WATER DISPOSED OF IN DRUM NUMBER: ^ * 


, 



SAMPLES DELIVERED TO: 
DATE: 



zri 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallonsrtlnear foot) 

2" = 0.16. 4" = 0.65. 6" = 1.47, 8" = 2.6, 10" = 4.08, 12" = 5 87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041 [(d1) 2 -(d 2 ) 2 ]h(0.3) 



%S'l 




Page oi of 3^ 



S 



NVIRONMENTAL <& ENERGY SERVICES 



ICE 



Bourne LF 2\S , ll-Z(>-17 



TIME 

07f0 
0330 

Q'ioo 



LITERS 
REMOVED 

/CO 



TEMP 

12!L 



pH 



io 



^.7-4 6,K 



TURBIDITY 

fa.* 



iZJL 



^7^ 6.Q3 14J_ 



COND. 

in. 

HO 



f ?0 



9.7y 4.o6 35.i~ 



f'r.J 



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" Tu ^ ^ Di T^l fg vnft. Td t^TftUb <^xcgcT6oj" - Z,S-*> h >TCK 



DO 

7,5"4 



COMMENTS 



l.^Q 



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AAnpil r,r ^GROUND-WATER SAMPLING LOG 

, w ~, — ™ •& ENVtRONMENTAL & ENERGY SERVICES '".' 

■ ■ ■ ■ ■ taMMMMMMMMi 










3-3100-0103 



LOCATION: 



MMR 



DATE: g AAfO )^ 



PROJECT NUMBER: 

WELL No.: £0 coilU G.'^J CLIMATIC CONDITIONS: [+4^ - Aj ^f TIME: <22gO 

REMARKS: SAMPLER: (jW//W 



WELL PURGING: 



STATIC WATER LEVEL 



"i £ L< T) 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD. Bladder slow flow PUMPING RATE: 



/uA 



gals, 
ml/min. 



WELL PURGE DATA: 

1% 

LITERS "<.'-. 

REMOVED TEMP 



TIME 



10: 



z ) 

pH 



TURBIDITY 

<r. n 



CONO. 



ORP 

•01 



7 ; 



>~i^o 



/"/•/'/■> 



lc i 



/. D 


/. s 


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7±tl 



if; >J' 



4--h 



~* Z ,~ ■■■'-:■ -..V/...^- / Z^'VfV 



SAMPLE WITHDRAWL METHOD: 



b /«;^ic-. Sicr-^ ^Ur^J 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI); EDB (Na;S : 3 ); MTBE (HCI); 



TOC (H2S04): SVOC (None 


); EXP (None); Herb (None); PCB/Pest (None); Alk (None); CN (NaOH); N0 : /NO 3 (H : S0 4 ); Metals (HN0 3 ) 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: J_L 40 ml; fl_ 1 L Amber; j7 1 L Poly 






SAMPLE ID NUMBER(s): 


?<V^V • m, ■- f-j \;.:6 \\ \ ^ U*A I < r-....'L' L-o H I ,A /^5,//| L 






DECON METHOD: 


Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 






PURGE WATER DISPOSED OF IN DRUM NUMBER: /Vfl 




• 



SAMPLES DELIVERED TO: 
DATE: 



rrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 
2" = 0.16. 4" = 0.65, 6"= 1.47, 8" = 2.6. 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



flfflFN Page i. of a 

:W1#M1 Environmental & Energy Serviced &jA^-<o 

■ ■ ■ ■ ■ mm^mmtmmKmmmim 50263/// 



LITERS 
TIME REMOVED TEMP pH TURBIDITY CONO. ORP DO COMMENTS 



Lc ■-/•'-. 



no- 



1 10 






'J ::■ 



it's; ?>>v- 'v./? r. ?3 'j V i±L Uk _LLti_ 



^■^vsQ ^ fc. W^S 



CoW- / *>■ <■ T/.r^ r)0 ~ i Q W^ / C- ^ 



r-Y a/to 




;f ■ f : - ■-' 






PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: '7J>J^ H I 



WELL No.: l66»S J?6/0 

REMARKS: jHS/NKn CofktfgJ 



CLIMATIC CONDITIONS: ®r<£2jtjb&k ) TIME: • 



SAMPLER: 



•^/*4 



WELL PURGING: 



STATIC WATER LEVEL ) 3 r 7 , c 1 % 



WELL DEPTH: 



LENGTH OF SATURATED ZONE 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJ/1 



/ov 



gate, 
ml/min. 



WELL PURGE DATA: 



TIME 

' : \ la 

o' : : ->S 



UTERS 
REMOVED 



AS. 



3.0 



1 % 

TEMP 

S H 

s ■ ■ l 



v •;(,- 



/ 



V, £> 



1±1 



loin - ,> M[,J ^,,^ 



l.j 



(-r-Uv^ K- ,^ Do^/Z^fL. 



c 


pH 


f 


<->, ' 


L 


orV 


L ■ 


C /'.' 


L- . 


,'t/ 


{., 


C?^ 


jL 


.-X- 


L 


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TURBIDITY 



3"e 

CONO. 



r 'o 

ORP 



w/ 



•3.:?/ 



/-7^ 



■■•r 



/.'ir 



te £ k 



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/ >" 


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COMMENTS 



fru: | 



•fr >lf //cv-y-^ 



SAMPLE WITHDRAWL METHOO: bUAj^N y/p~ jjgjv 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na ; S;Q 3 ), MTBE (HCI), 



TOC (H2SQ4): SVOC (None): EXP (None); Herb (None), PCB/Pest (None): Alk (None); CN (NaOH); NO^NO, (H ; SO«); Metals (HNO-,) 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



■S3 40 ml; jg 1 L Amber: [2. 1 L Poly 



SAMPLE ID NUMBER(S): L^ \ bOA '. 1^0 \ ! ,pL 



DECON METHOD: 



Liquidnox wash; Dl rinse; Methonal Rinse; Dl rinse 



PURGE WATER DISPOSED OF IN DRUM NUMBER: 



lOA 



SAMPLES DELIVERED TO: 
DATE: 



TRANSPORTER: 
TIME: 



CASING CAPA CITY (gallons, linear foot) 
2" = 0.16. 4" = 0.65, 6-= 1.47, 8" = 2.6, 10" = 4.08, 12" = 5.87 
Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[{d1) 2 -(d 2 ) 2 ]h(0.3) 



• 



OGOEN 

■ ■ ■ ■ ■ 



GROUND-WATER SAMPLING LUG 



Pays I ui / 



{PROJECT NUMBER: 
WELL No.: 6*3^-^ 



3-3100-0103 



LOCATION: 



MMR 



DATE: £JzMl?£ 



;; REMARKS: 



CLIMATIC CONDITIONS: <- ffc^ fr Irf^ TIME: &i 1 Q 



SAMPLER: CW /TO 



WELL PURGING: 



STATIC WATER LEVEL: 5r^ • '1 



WELL DEPTH: 



LENGTH OF SATURATED ZONE: 



VOLUME OF WATER TO BE EVACTU7UED X 3 CASING VOLUMES = 
: REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



AJfl 



/CO 



gals, 
ml/mirt. 



WELL PURGE DATA: 



,. TIME 

■>-/OQT 

j ot^ 
•" -vozs" 



LITERS 
REMOVED 



TEMP 



pH 



f. o 



u , o 



3,Q 






±s_ 



JLL 



■/GfO 



5AL 



^ L sr 



O.o 






?.4T 


7.76. 


ST/O/ 


S. iy 


S\2Y 


&.3s- 


^j* 


5,fr«/ 


fit c-0 


^£. - «2. 


ijrv 



< 


i-i 


£ 


^r 


JC 


gx, 


s. 


i? 


_£z* 


s. 


Zf7 


<C 


it? 


$. 


3 ?_ 


r. 


57- 


w-^» 


Ic 





TURBIDITY 

'If \- 



CONO. 

.1^ 



SLjv ^ 



ORP 

3 2.2_ 



DO 



COMMENTS 






;«-i 



lij! ^Q Ji^>L 



<Z. 2./ 



3,3 



5 . 4> / 






233 



it. iv i*->,Jl/»~^ Pros?. ^ 






4^ 



JLiX 



34c? 



'■A It-Z* 



iL. 



JJl 



31-1 iz.tl? 



^SAMPLE WITHDRAWL METHOD: 6 U i ^ Qv~Q. 






v.. *'•*»- 



VOC (HCI), EDB (Na,S 2 Q 3 ): MTBE (HCI); 



C LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 

4* ... .*.., .... ;.- 

>TOC (H2SQ4): SVOC {None); EXP (None); Herb (None): PCB/Pest (None): Alk (None); CN (NaOH); WyNOj (H 3 SO,): Metala (HNOj) 



. ..j V"a 



NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 



' ' 40 ml; Q i 1 L Amber; V 1 L Poly 



(.»••■•■».:•••■. ,i ..-. . . 














&.*•* • 

;< SAMPLE ID NUMBER(s): 


t<L- 


LO/3^-(73t 


(cJblJ i/jd/% ): 


S/mfic? 0^^( 


Dlfl/.- 


■>- *: iC>&W< . 






■ .* j 








fi DECON METHOD: 


Llquidfio.x 


wash; Dl rinse; 


Melhonal Rinse; Dl rinse 






















PURGE WATER DISPOSED OF IN DRUM NUMBER: 


H&qJ k&fl tiAc 


^JT/fAT 





:^!t 



SAMPLES DELIVERED TO: jT ^ q 

-DATE: 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

...;.. 2" = 0.16, 4" = 0.65, 6" = 1.47, 8 M = 2.6, 10" = 4.08, 12" 

.Well Screen Volume = 0.041(d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



5.87 



OGDEN 



GROUND-WATER SAMPLING LOG 



Pagel of_/ 



& 



NVIRONMENTAL & ENERGY SERVICES 



PROJECT NUMBER: 



3-3100-0103 



LOCATION: 



MMR 



DATE: 



WELL No.: Sch°Q"*r~ A** #/ CLIMATIC CONDITIONS: CU^/Coo/ TIME: 



REMARKS: 



SAMPLER: 



33 Oct ?y 



WELL PURGING: 



STATIC WATER LEVEL: 



/V/3 



WELL DEPTH: 



22 



LENGTH OF SATURATED ZONE: 



/v/J 



VOLUME OF WATER TO BE EVACTUATED X 3 CASING VOLUMES = 
REMOVAL METHOD: Bladder slow flow PUMPING RATE: 



N(\ 



Qoo 



gals, 
ml/min. 



WELL PURGE DATA: 



TIME 

/0-3Q 



UTERS 
REMOVED 

o 



/ 



TEMP 

9 £'/ 



pH 

6 Of 



TURBIDITY 

/•3Z 
/. of 



f-S~6 £.£.T Of 7 



?■ 61 £f? /-co 



COND. 



ORP DO COMMENTS 



a±i <?.// 



Pre p^v« z. J 2 'ye*.//*-* I 



?t/3 ?2C 



SAMPLE WITHDRAWL METHOD: 



Scmp/c Co//<rcfcd (? /OSro 



LABORATORY ANALYSIS PARAMETERS AND PRESERVATIVES: 



VOC (HCI), EDB (Na 2 S 2 Q 3 ); MTBE (HCI); 



TOC (H2S04); SVOC (None), EXP (None); Herb (None); PCB/Pest (None): Alk (None); CN (NaOH); 


NO : /N0 3 (H : S0 4 ); Metals (HNO,) 


NUMBER AND TYPE OF SAMPLE CONTAINER(s) USED: 


// 


. 40 ml; 9_ 1 L Amber 2. 1 


LPoly 






b^Sc/trt-Jl /Yt&l*(* no-f- CofAc+<s$, Ur\Q 


£/e 


■f-C «./^<5cA_ 


Qt/fr^ +c 


S/jlO 


S<? u.isc Cf 


SAMPLE ID NUMBER(s): ^ SC A> ft /? 




DECON METHOD: Liquidnox wash; Dl rinse; Methonal Rinse; 


Dl rinse 












PURGE WATER DISPOSED OF IN DRUM NUMBER: 




/ufl 






















1 

• 



SAMPLES DELIVERED TO: 

DATE: 



jrrs 



TRANSPORTER: 
TIME: 



CASING CAPACITY (gallons/linear foot) 

2" = 0.16, 4" = 0.65, 6" = 1 47, 8" = 2.6, 10" = 4.08, 12" = 5.87 



Well Screen Volume = 0.041 (d) 2 *h 
Saturated Filter Pack = 0.041[(d1) 2 -(d 2 ) 2 ]h(0.3) 



- 



* 



UUUtN 

3 S 2 S 2 



Hand Auger Log 



AREA: £)f 



PROJECT NAME: MMR 


PROJECT NUMBER: 31300010: 


5 GRID ID: Oj A 




SAMPLER(S): 


Th std 


DATE: 


9 //*/+> 


(0-6") 




(18-24") 


REMARKS: 














Sample Time 


: IS&l/OU 


l^oAll (0-6") 
(18-24") 


Sample ID 


: QciAAA 


«J&OlAAC>(0-6:) 

(18-24") 




VOC grab sample was col 


ected from borina: 


^7 









/6 


fee 
fee 

eet 


t HS 0. 1 

Soil Description: D^rk lorom 

ay**;*.. 


HS 0.0 

Soii Descrionon: 


HS 0.(9 
Soil Descriction: 


J 
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i>o**n? <aS /. 






t © HS O.C 

Soil Descriction: 

5«m<' *; /. 


HS/./ 

Soil Description: 


hsO.O 

Soil Descrmnon: 


£c»*e as }> 








hs£h 

Soil Description: 

Camr <tS A 


(5) hs a a 

Soil Descrimion: 

C«"»^ as /. 


Q HSCO 

Soil DescriDtion: 










•^ 




^ 




NORTH 


feet 


fc> feet 


/<5 feet 

HS=Headspace PPM (0-6") 




\ 







OGDEN 



S3 B 



m n 



Hand Auger Log 



AREA: 



01 



zi 



PROJECT NAME: MMR 

-, ST/*/"** 
SAMPLER(S): ^JdllUiHi 



PROJECT NUMBER: 313000103 GRID ID: o 1 A 

DATE: (0-6") //-/?- ?7 (18-24") 



REMARKS: fio 3 ackGP6um d tiSLg&H 



Sample Time: 


(0-6") Sample ID: 
fcrt (18-24") 8o(AB4 

VOC grab sample was collected from boring: pJO /*/ £ 


(0-6:) 
(18-24") 



■10 



feet 







HS . O 



© 



HS 6 ■ C 



© 



HS p. Q 



Soil Description: '/ b ft Y 



Soil Description: 5/^/*T £ 

A<> 4, 



Soil Description: 5/1 si 6 

AS 4* 



%\\ 



CN 



10 



feet 



© 



HS ,Q 



© 



HS O-O 



Q HS Q . Q 



Soil Description: $ 4/1 £ 

AA 1 > 



Soil Description: $ J/j £ 
AS 4, 



Soil Description: $ d s* £ 

AS 4- ' 



Ofeet Q HS OfO 



© 



HS Q.Q 



© 



HS Q. Q 



Soil Description: S A Ai £ 



Soil Description: £/f/~l£~ 



feet 



> 



u. 



10 feet 



Soil Description: j) .4#tc • 



'16 feet 



NORTH 



I 



HS=Headspace PPM (0-6") 



UliUtN 

a a m s s 



Hand Auger Log 



AREA: £)j 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: Qj fe 

SAMPLERS): -rft, CTE> DATE: ?//rA7 (0-6") _( 18-24") 

REMARKS: 



Sample Time: /£?r WX, . /<,/"& /4// (0-6") Sample ED: SOI BAA 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: ■#" b 



J0_ feet HS 0.2 © KS /. 7 

Soil Description: Do/-k \jSQw/ f\ Soil Description: 



/fl feet 



Q hs 2Lg 



Soil Descnntion: 



KS 3.C 



Soil Description: 



****** ai \ 



.£**<» «*/» 



© 


HS 2.£ 


Soil 


Description: 




£a*i? as 1. 


© 


HS L? 


Soil 


Descrrcccn: 




Sam< ai A 



Ofeet HS 2J[ 



ks 3.9 



© 



HS /. 9 



NORTH 



\ 



Soil Description: 


Soil DescriDtion: 




Soil Description: 

£*«•* CM /. 


S+m* aJ I 


&*** **S f. 








^ 


^ 


JO feet 

HS=Headspace PPM (0-6") 


feet 


_/0_fe=t 


■ w 



OGDEN 

a b a m $ 



Hand Auger Log 



AREA: o 



L 



PROJECT NAME: MMR . PROJECT NUMBER: 313000103 GRID ID: I 3 

j, (iPrtlir l 

SAMPLER(S): r . siAhKY DATE: (0-6") //-It-? 7 (18-24") 

REMARKS : f;p 6/)ck Gfl£Jjjj g o-c p/in 



Sample Time: 


(0-6") Sample ID: 
Ifgf (18-24") BOJ80A 

VOC grab sample was collected from boring: r a Z^ 1 £ 


(0-6:) 
(18-24") 



IL feet 

A 



Q HS _gjg t 
Soil Description: ^jj^jg 



© 



HS Q,0 



© 



HS^'O 



Soil Description: Q ,4fiK 



Soil Description: S /t/4 £ 

A * 4 . 



/(/ 



feet 







HSc) 



.0 



© 



HS O, O 



© 



HS 0-0 



Soil Descnption: 5 /J/-7 £ 



Soil Description: 5 J n F 



Soil Description: S /}/i r 



feet Q HS ■ 6 



@ HS 0-0 



Q HS Q.D 



Soil Description: Si^f 45 Soil Description: f As* £ Soil Description: S~/IAi£ 



feet 



*-l0 feet 



/ feet 



NORTH 



4 



HS=Headspace PPM (0-6") 



UUUtN 

a a m m s 



Hand Auger Log 



AREA: 



01 



PROJECT NAME: MMR 
SAMPLER(S): TO, -TO 
REMARKS: 



PROJECT NUMBER: 313000103 GRID ID: QIC 
DATE: ill* fal (0-6") (18-24") 



Sample Time: /«f05"l/OC, ft/0 4// (0-6") Sample ID: feOjCAA 

(18-24") 


(0-6:) 
(18-24") 


VOC sxab sample was collected from borina: ^" £ 



W_ feet HS ^.j © KS 3.7 

Soil Description: Parlt Lrowr \ Soil Description: 

Or+«*ic . S«*»g as I. 



© 



HS 3..U 



Soil Description^ 



r«^g <** /. 



IQ feet HS a .3 



Soil Description: 



© hs ^.7 



Soil Descnrjtion: 



© 



HS 



a.£ 



Soil Descrroucn: 



£**nt a.1 



Sa+e as f. 



Sa«if QJ /. 



Ofeet © HS 1^ 

Soil Description: 



© HS_[J_ 



Soil Descriotion: 



hsJ4. 



Soil Description^ 



SQ«H<f as I. 



ZomA* an I. 



S<*»f* or /. 



feet 



i2_f- 



JJLfeet 



NORTH 



t 



HS=Headspace PPM (0-6") 



QGDEN 

a ® ® a a 



Hand Auger Log 



AREA: / 



PROJECT NAME: MMR 
SAMPLER(S): r . jjULSH 



PROJECT NUMBER: 313000103 GRID ID: I C 
DATE: 



.(0-6") ikltzlZ (18-24") 



REMARKS: fiP 8 fi(h6 no us D o>e/)f>Sl, 



Sample 


Time: 




(0-6") 




Sample ID: 










(0-6:) 






iHiy 


(18-24") 






a 


d C 


B 


A 


(18-24") 






VOC grab 


sample was collected 


from boring: 


it 


1 









it feet (T) HS / ■ipp *'! (T) HS 0,0 



(7) HS <?,< 



Soil Description: P-3£K 

'f til cw'.iH o n-yjtJ > ,'iT 



Soil Description: Sjjtfjj 

AS d. 



Soil Description: 5 /? /H / 



u <# feci (7) HS^ ; 







Soil Description S A Ai £ 

AS d. 



(J) HS c'/ 


O 


Soil Description 


S> An C 


AS d. 





© 



HS C's 



Soil Description S/l/*f 
J* d . 



Ofeet 



NORTH 



f 



(t) HS 0> (7) HS <7< C 


Q HS tf,C 




Soil Description: i/ ££ tf Soil Description: •£&# f 


Soil Description: 


S /) +>* t 


bfinc a a cwn ?,iT. A S 7^ 


/ S 7, 




; r % 






> 

feet «- J £ fcct 


u /£ fcct 


I 




HS-Headsp 


ace PPM (0-6") 



UliUfcN Hand Auger Log 



S & 



AREA: Q) 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: O/D 



SAMPLERfS): TD % ID DATE: l/lt/ll ( 0-6 T ") .(18-24") 

REMARKS: £TP hatLgromi O.Dof m. 



Sample Time: HtSVcC< ; ))CS A/J elie(Q-6") Sample ED: 8 Dl OAA 

(18-24") 

VOC crab sample was collected from borina: 4} r £~ 


(0-6:) 
(18-24") 



J0_ feet Q HS \M © KS^J_ 
Soil Description: hark. l>ro%M Soil Description: 

o rga nic £*>«? as i 



IO.fe« © hs ).g © hs_1>L 



Soil Description: Soil Description: 



JO*-* Q9 A -^»*^ «J 7. 



Ofeet © HS jj © HS /,<? 

Soil Description: Soil Descriotion: 



^♦♦V? gf — L fa+ft*! I. 



Soil Descriotion: 




ra*^ or/. 




© 

Sou 


HS /.? 

Descrrpccn: 




Saw o? A 




Q HS j./' 

Soil Description: 





feet j[6_ fcst J£_ fee: 

NORTH 



f 



HS=Headspace PPM (0-6") 



OGDEN 

8 13 g S3 



Hand Auger Log 



AREA: 







PROJECT NAME. 
SAMPLER(S): ?! 

REMARKS: f i 


MMR . PROJECT NUMBER: 
$1 After DATE: 


313000103 
(0- 


GR1D ID: 
6") H-l? 


olD 
1Z- 


(18-24") 







Sample Time: 


(0-6") Sample ID: 
\ S 17 (18-24") Bo ID 8* 


(0-6:) 
(18-24") 




1 

VOC «rab sample was collected from boring: N * f* £ 



" 10 feet (T) HS 0. p fjt 

Soil Description: j /.-KfrK fr^ 

if 4 /i ij I). t/,Yh 



© hs e.o f/ , KOtCLpfs, 



Soil Description: £>? g ^ 



Soil Description: -*"/» ^ ^ 



i£_ feet (7) HS 0*0 gp/i Q) HS_^_^ 



Soil Description: ' /> r 1 1 



JL/At 



© 



HS ^,<? 



t*/"" 



/* =/< 



Soil Description: 5 /?/*? £ 

A4_4_. 



Soil Description 5 /} jl f 
4*4' 



OFeet US o.Pp j,^ 

Soil Description: 5 A '/<i ( 







HS o.e 



w 



© 



HS p.* 



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Soil Description 5 A A* f 
/IS 4. 



Soil Description: S Sf >*■? £ '. 



feet 



r-\0 feet 



10 feet 



NORTH 



f 



HS=Headspace PPM (0-6"') 



UUUtN 

3 s m s 53 



Hand Auger Log 



AREA: £)/ 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: £>/£" 

SAMPLER(S): TP, TP DATE: ?/ff/l7 (0-6") (18-24") 

REMARKS: PJO hocLyl CI ff *». 



Sample Time: /3/S"(/fc* . f3O0/4//g(sr (0-6") Sample ID: B0( tM 
(18-24") 



.(0-6:) 
.(18-24") 



VOC grab sample was collected from boring: ~Pf^ I 



\Q feet © HS 3.d 

Soil Description: [Ja/fi 



> 



/0 feet HS «3.3 



Soil Description:. 



Sa<*^ a? (. 



Ofeet Q HS /.£ 



Soil Description: 



5a«*v at 1. 



© ks^2. 



Soil Description:. 



Sc~i? aa f. 



© HSjL^ 



Soil Description: 



Sags* <** I' 



a) hs 2.0 



Soil Descriotion: 



Sflmg ay /» 



HS 3.3 



Soil Descrintion: 



^~<* Qi fr 



© H 



hs m 



Soil Descrrpncn: 

*Q-1* ms f. 



© 



HS 



1.7 



Soil Description: 



&?<* ^ as A 



NORTH 



f 



feet 



* M. 



feet 



f feet 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: O / 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: ° /£ 

SAMPLER(S): T'c/T'^ DATE: (0-6") #'/X'?7 (18-24") 



REMARKS: Fj^. B^yo*^ P-Op^i 



Sample Time: 


/C C7 


(0-6") Sample ID: 

(18-24") &O/&G/I 

VOC grab sample was collected from boring: ^ L *y 


(0-6") 
(18-24") 



/o 



feet 



/0 feet 



Ofeet 



NORTH 



f 



0hs ° °ff~ 

Soil Description VC^y 



Q HS °ff^ 
Soil Description c> ^ /v > <- 

as I 



© 



HS 



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Soil Description PCtf^i <- 

as I 



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Soil Description Sq^C 



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Soil Description 



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Soil Description ->^ 

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Soil Description ^ 6 "** d 
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Soil Description 
4* / 



HS_O_0f />**-■ 
Soil Description S^^<- 



Ofeet 



/tf 



feet 



/<? 



feet 



HS=Hcadspacc PPM (0-6") 



UtiUtN 

a m m ® a 



Hand Auger Log 



AREA: / 



PROJECT NAME: MMR 
SAMPLERfS): TO : 3~D 



PROJECT NUMBER: 313000103 GRID ID: 01 F 

DATE: 7/;?/f7 (0-6") (18-24") 



REMARKS: flO Ukg^yni Llpp* 



Sample Time: ]/0Cs 1030 . All 1020 (0-6") Sample ID: $01 fAJ\ 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from borirm: dp- 2. 





10 fee: © KS 3.Q 

Soil Description: L**; hrQwn 
AWiW Sttj w/.'4^ t,V*s 

_/£_ fi« HS JL£_ 

Soil Description: 



© ksJ£JL 



Soil Description^ 



Q hs_2J! 



Soil Description: 



■T«*^ as A 



£a**<? <xs I. 



© HS_gX 



Soil Description: 



XftM^ aj |. 



&"** -< A 



© hs \\S 

Soil Descrrpnon: 



Oteet © HS HS 



Soil Description: 



HS ffA 

Soil Description: 



© 



HS 7.1 



Soil Description: 



^umf a; /« 



$Qf*f Q* A 



ggflg ftJ f . 



tee: 



[0 fa 



NORTH 



1 



XfiL fee: 



HS=Headspace PPM (0-6"') 



Humeri 

B E3 E9 3 E3 



Hand Auger Log 



AREA: 



*/ 



: 



PROJECT NAME: MMR . 
SAMPLER(S): r. f7A/>ief 

REMARKS: t>v ^4<^crcay9 


PROJECT NUMBER: 3 13000103 GRID ID: off 


DATE: (0-6") 1/ -tf-97 (18-24") 

CO /;,*,) . 







Sample Time: 


(0-6") Sample ID: 


(0-6:) 
(18-24") 


o<to<f (18-24") KeifSS 
VOC urab sample was collected from borim;: // <? /s £ 



/g feet Q HS 0,0 flf /t (J) HS_^fl 



7^'' 



Soil Description: JHUA^Jl^ 

Sews $ii? trjjt 
of- Five jjjvJLt 



Soil Dcscriplion $ #s* f 

A* J. 



Cy\ US 0.C0 0S4 

Soil Description: ? /t/1 £ 



^ 10 feet (7) US 6.o pp ." © \\S_0j_o_ppyi Q) HS 6 ' ' - /> ^ 



Soil Dcscriplion: 5 J fi £ 
A id. 



Soil Description: YjjjJJJjVtiH 

r civ ft S 4, uD fr4 <f 



Soil Description: S rf A* £ 

4 F £. [ 



feet 







US 0l Q 



-fl 7 " 



© 



I iS y, c /?/ ?/*? 







US 



Soil Description $ /] fi £ 

A< *. 



Soil Description: S J /+7 £ 

J S 4, 



Soil Description: (J // /? / £ 
i fff//f< T. 



feet 



*I0 fee. 



> 



10 



feci 



NORTH 



i ' 



1 



HS--!Ieadspacc PPM (0-6") 



3 E S B S 



Hand Auger Log I area: 



1 



PROJECT NAME: MMR 
SAMPLER(S): TO ,Tfr 



PROJECT NUMBER: 3130001 03 GRID ID: (2)/ 6 
DATE: y/y/^7 (0-6") 



_( 18-24") 



REMARKS: jaj^aaj <* FID ; l-O pf>~ 



Sample Time: /lap t/OCy //Ho A// ( 0-6") Sample ED: BoiSAA c»J gfrGAb (0-6:) 

( 1 8-24") ( 1 8-24") 



VOC grab sample was collected from boring: ^4r~ f 



10 



feet HS^.y 



© hs y.3 



Soil Descnpticn: Lj*ht Bflb& \ Soil Description: 

5ihf Sm»l i \rocf. *f+»* \ £mme ail. 



)0 feet (7) HS H.t 



Soil Description: 



^°u^e o.i f. 



Ofeet Q HS //. 2 

Soil Description:_ 



5»»*« aj /. 



HS 12.1 



Soil Description: 



Same <*S I. 



hs 3.^ 

Soil Descriotion: 



_£»~g_oi_£_ 



hs Q.2 

Soil Description: 



Soil Descrrpncn: 



Q HSJZ^ 



Soil Description^ 



.£«-»* af f. 



NORTH 



\ 



feet 



lO feet 



/fl feet 



HS=Headspace PPM (0-6") 




a s a 3 23 



Hand Auger Log 



AREA: j 



PROJECT NAME: MMR 
j, c\ Poit if 



PROJECT NUMBER: 313000103 GRID ID: / & 

SAMPLER(S): r. HMUtL DATE: (0-6") U-,f-97 (18-24") 

REMARKS: FID ^j(_K6x£J±tL£. 0' e /?/*;*?■ ' 



Sample Time: 


(0-6") Sample ID: 
£??? (18-24") g Ct/Gb/9 


(0-6:) 
(18-24") 




VOC grab sample was collected from boring W &> 



JL«- G)m«.Sf,rt HS H.lff * © hs_l_1^/^ 



Soil Description ^ Cit6Wf,P 



Soil Description £ fi/2£ 



Soil Description : (, P 4 f j S U 

6 f Fif* C f A VO. 



"*I0 feci Q) HS o.O tf tft (T) US H S p pty Q) HS ^- 3 /?/ ?/y 



Soil Description $ d rf £ 
A S d. 



Soil Dcscnption: ^ A/V £ 

AS 4. 



Soil Description: £V^g ^ 



feet (j) US >5 ri ff 1 



HSJ^S^ © » S -^/>/^ 



Soil Description: $/?/if Soil Description. 5/)rl£ Soil Description ^ y?^? £ 



feet 



~ ^ feet 



> 



- 10 feci 



NORTH 



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HS=Headspacc PPM (0-6") 



UliUtN 



a s g 



23 



Hand Auger Log 



AREA: 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: (7)1 // 


SAMPLERfS): Td.CTD DATE: ^//?/f7 (0-6") 
REMARKS: fXD L/x^owJ r ( L3L ^m 


(18-24") 


' 





Sample Time: Ogjgjjo^, 07 If All (0-6") Sample ED: 6(0/ /M/4 

(18-24") 



.(0-6:) 
.(18-24") 



VOC grab sample was collected from boring: ffej 



ifi_ feet 



0HS U 

Soil Description: A)di'</«»\ 
Sad wiVA .Cv>^C. So**» 



© hs 3,5" 



Soil Description: 



^"o<»<<r as 



J0_ fet © HS 3.? 



Soil Descnation: 



© ks^L 



Soil Description: 



San*. <*3 I. 



£**»* af f 



Ofeet © HS /.y 



Soil Description: 



Soil Descriotion: 



.£o«tg flj /. 



feet 



^2_feet 



NORTH 



\ 



Q HS 3.3 

Soil Description: 



© 



hs 2.7 



Soil Descrronon: 



£J9efa^ <75 /. 



© 



HS j~. 3 



Soil Descripnon: Lylr** f>«*o» 
£«<? £7»v £4VD 



J&_ feet 



HS-Headspace PPM (0-6") 



m a a a 



Hand Auger Log 



AREA: 



tf 



PROJECT NAME 
SAMPLER(S): r. 
REMARKS: F»H 


MMR 


PROJECT NUMBER: 
DATE: 

OHM 1? 0,0/1/7/^7 


313000103 

(0 


GRID ID: 
-6") //-/?■ 


*t H 
?7 


(18-24") 


ONl^ Coi/UH-n 


$ 4mPlc* 


EftOA/ { 


ll , 1 , II 

1} to 1 (, 


PH £ 


to 


/yf a 


i/Y Co u 


^^.^ 


/* 7 ,'o // 


Or $ tifJ £5 4 fi C Cx 


-1 



















Sample 


Time: 








(0-6") 




Sample 


ID 






(0-6:) 








// 


e£ 




(18-24") 








Bo/hf 


8 A 


(18-24") 








VOC 


yrab 


sample was coll 


:cted 


from boring: 


/V *b 









I'ccl 

A 







US 6'»0 



© 



us o , o 



© 



MS <:-/^ 



Soil Description: l\ il &blt 
10 Cq//C< T fflflPU . 



Soil Description: ' £ ll Or^xS f* 


Soil Description: Sj/^£ 


(I fit* j/ S 'A (*/ O . 


AS 7< 


,,rf 





\0 



feet 



O HS_* 



© 



MS 3,0 



HSjr 



Soil Dcscnpiion: *> /j rf /5 
^i_?i 



Soil Description: S A /* f 

AS ?. 



Soil Descnptioir j J ^i f 



feet 



MS 0. fl 



© 



MS <?. * 



Soil Description *3 d /^ £ Soil Description. 5 /9 s^ f Soil Description: J* #/*7£ 

4 i 7. J_S_ 



So 


1 D 


:scri 


nion: 


5 


/ts*e 


/? 































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s i*. o 



feci 



*M feci 



'W feci 



NORTH 



T 



IS=IIeadspacc PPM (0-6' 



OGDEN 



Hand Auger Log 



AREA: 



1 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: OlX 

SAMPLERS): Jt>/ 3~C DATE: /'f-ft (0-6") (18-24") 

REMARKS: 



Sample Time: 


///o 


(0-6") Sample ID: So/Z/1/1 


(0-6") 






(18-24") 


(18-24") 






VOC grab sample was collected from boring: -* 





/o 



feet 



/o 



feet 



Ofeet 



NORTH 



T 



(g) HS ^lg /Y 7 -^ 
Soil Description O^rK 



l/i//c^.±L Dro 



vJi^~ 



§p HS oy/~ 

Soil Description J 1 ^^^ 
45 /. 



£0 HS. 



0, £ ppy-x. 



(/*y*A) Silt 



Soil Description S " ^ <^ 



@HS0 


p 0l~i. 


Soil Descripti 


on S^<1 


«j /. 





/7' 

Soil Description (/<**'''/ 

S//A 



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Soil Description 3^"^^ 

<zs 3- 



o. o 



-op* 

Soil Description S****- 



^ HS ° Of>f>^ 



o.o 



rr- 



^ 



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Soil Description 

as, /. 



® HS - 

Soil Description 5 <****<- 



Ofeet 



/O 



feet 



/o 



feet 



HS=Headspace PPM (0-6") 



\ti 



Hand Auger Log 



AREA: / 



PROJECT NAMR: MMR 
SAMPLER(S): B&/j(n 

REMARKS: 


PROJECT NUMBER: 
DATE: 


3 i.M)ooi«)3 GRID ID: 01.X 

(0-6") 3'f^f^ (18-24") 











f* 



Sample Time: 


(0-6") Sample ID; 
__?JJC ( 1 8-24") 

YOC grab sample was collected from boring 




(0-6:) 


PlJJz.&A 


(18-24") 







11 w Qms iis 9 © " s -'- - 

Soil Description/^**/* #/k*»t, Soil DcscripiioiK^^f^^"''^ Soil Description: /t?/ * 5 /^ '/ d^uni^ 

So*^ Silt K c< Sc^j S/ t r f^c <?/«• S5 ^ *l^j y%^<\ 



12. Ice, l,S_0_ 
A 



Ak4 C/c 



© 



us 



D 







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IS © 



Soil Description: /ey/? W^/ ^'st Soil Description: »/< ff 1 * M^ t Soil Description:^ yg f^ Mv^n 



u 



7 



I'eet 



© 



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us 







us 



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Soil Description: ,f ^ f ™ *^ «*f l\ Soil Description: / V* *fr A*Ui l Soil Description: ' rf ^ ^ /*// +>itL 

Sc-< i/iT, Cwl SAW* > S^( c^cf S^iikt., &««JL- 

***** 5/ (,-f a "^ CU] 



^^^ c/* 



7 



7 



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> 



/<? 



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* /* ,, 



NORTH 



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I (S»l Icadspace PPM (0-6") 4 



OGDEN 



Hand Auger Log 



AREA: ± 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 1 J 

SAMPLERfS): J"w J~£> 

REMARKS: 



DATE: /'9"7? (0-6") 



.(18-24") 



i : f/l) B^kpo^*<$ 0.0 P£^2l 



Sample Time: 


#V7 


(0-6") Sample ID: 3o/j/lrf 


(0-6") 






(18-24") 


(18-24") 






VOC grab sample was collected from boring: 3 





/o 



feet (■$%) HS 



fo 



Ofeet 



NORTH 



7 



tf 



Soil Description 



\)ark 



ys//cu,sk brow (<oy %J 

5"/ A, /^c<i 5/^/1/ 



feet mm HS. 



ao 



S<^ 



Soil Description. <- 



^ HS 



a o 



Soil Description Z^^^C 

<a / 



Ofeet 



o- o 



(^0 HS - 

Soil Description O^^C- 
05 / 



HS <?' ° 

Soil Description O&rU 



/< I/slJ'S ^ bro 



U/*_ 



fry %) S/ it 



(©HS. 



o o 



Soil Description 

a* / 



Sg^Z 



/0 



feet 



m hs. 



a ° 



Soil Description Q^^ tl 

« / 



(ffifi HS 



0. 



Soil Description 

as r' 



S 



GAii 



@HS_0_# 
Soil Description O $***<- 

as / 



/o 



feet 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



/ 



PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERCS): B&f t<n DATE: 

REMARKS: 


31300-0103 
(0-6") 


GRID ID: O/J- 




3-f-ff (18-24") 







Sample Time: 


/OSO 


(0-6") Sample ID: 
(18-24") 


£ 0/T&/I 


(0-6") 
(18-24") 








VOC grab sample was collected from boring: 


AJS 





/o 

i 


fee 

k 

fee 

k 

Feet 


t ©HS O 

Soil Description OrO\Ji*. 

fiofc&j) he SAM 


©HS O 

Soil Description ^>&"i*- 

<u 1 


©HS O 

Soil Description S^^d 

as / 


/o 






* ©HS 

Soil Description Oro^>^ 

(MH s/«)ft«<-SfiA)D 

©HS O 

Soil Description <-> ,a,vl £- 

as I 


©HS O 

Soil Description S^t^iC 


©HS O 

Soil Description J *"* 






©hs O 

Soil Description ^*-»* c 

« / 


©HS 6 

Soil Description ■^^*^* <L 

4S / 








'; » 






> 1 




NORTH 


/ 

feet ' feet 


/^feet 

HS=Hcadspace PPM (0-6") 




? 







OCDEN 



Hand Auger Log 



AREA: 



1 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
SAMPLER(S): F £ /Zft DATE: '3T*« ?? (0-6") 
REMARKS: 


GRID ID: 


(18-24") 









Sample Time: 


0&3 >~~ 


(0-6") Sample ID: £o/K#fl 


(0-6") 






(18-24") 


(18-24") 






VOC grab sample was collected from boring: ■* 







/o 


fee 

k 
feet 


t ©HSOO 

Soil Description o' a cU 

So,/ 

it © HS 0-0 

Soil Description ^ 

^ 3 


©HS O O 
Soil Description "-* 


© hs gio 

Soil Description D**-<rvC 
So,/ 


fo 






©HS 0-0 

Soil Description OCi**. C 

«5 / 


© HS * « 

Soil Description ' '-^ / 

\ 'irJL So//- 

©HS " 

Soil Description J« i, ^ tC - 

£5 / 




© HS .0 
Soil Description 0**Kjf 

rdi (/c% z/s) ytry 

fi^ Sot/ 


Soil Description Kwa'^ 
-JW Or<f*».i'c Sc <l 




1 


_w , * 




NORTH 


Ofeet '° feet 


A> feet 

HS=Hcadspace PPM (0-6") 




f 







OGDEN 



Hand Auger Log 



AREA: 



1 



PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERfS): 8G/KM DATE: 

REMARKS: 


31300-0103 GRID ID: 
(0-6") 3-5 -ft 


OXK 

(18-24") 









Sample Time: 


9y"0 


(0-6") Sample ID: 

(18-24") Bo/ Kg ft 


(0-6") 
(18-24") 


VOC grab sample was collected from boring: ' "^ 







/o 


fee 

fe< 

r eet 


t (®) HS 

Soil Description <-W^ 
/e//<;u;«sk Iro^iA (/of* 

Slit c^d CS S/)aj0 

•t @HS O 

Soil Description 2>C **%,<- 

as 2 


©HS 

Soil Description )W/ <,U/ - 1 ^- 

5/)A/D / Z-rtcc s^r 

©HS <? 

Soil Description J> a ' /Vt ^- 


©HS_^ 

Soil Description w)* 2 *^^ 


/o 






©HS O 
Soil Description D'"Ol*>i*l 






©HS O 

Soil Description " **"^ 


@ HS ° 

Soil Description OCm^ 
65 ^ - 


©HS O 

Sou Description 








i 




/ ,n 


-> /„ » 




NORTH 


feet 


feet 


/*feet 

HS=Headspace PPM (0-6") 




t 







OGDEN 

a a i 9 a 



Hand Auger Log 



AREA: Q 



PROJECT NAME: MMR 
SAMPLER(S): CT(4/V-^> 

REMARKS: 



PROJECT NUMBER: 313000103 GRID ID: &3A 

DATE: ^/l((T=H (0-6") (18-24") 



Sample Time: Nftec «?7«5, /fi^/ ^/^ (0-6") Sample ID: *?ri>Z.AAA 

(18-24") 


(0-6:) 
(18-24") 


VOC srab sample was collected from borins: ^— 







IP feet (T) HS 3. f 



NORTH 



t 



hs W3.6 > 



© 



HS l-S.O 



Soil Description: | -f . gTKWs..^ 



Soil Description: 



<yOlU>n, C**J 



Soil Description: 



ICP feet Hs W-^ 



Soil Description: 



hs 6?."?- 



Soil Description: 



© hs_A^ 



Soil Dcscnption: 



<~*>\Aa^> c^\ \ 



^t^/ <"^> f 



5^>c^ QA ) 



feet HS^l 



Soil Descnption: 



Sgi/w» <a^ f 



8) HS ^.T, 
Soil Description: 



© 



HS^.^> 



Soil Description:_ 



^<uu# <sA | 



feet 



/£> feet 



(° feet 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



OZ 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 

SAMPLERS: JcAT DATE: (0-6") 

REMARKS: /7/> 6i<ikcyid>x*£ 



GRID ID: 



02 ft 



//'//-5 7 



(18-24") 



'<<yi' 



m 



Sample Time: 


/tZ* 


(0-6") Sample ID: 

(18-24") 8o2/1&/? 

VOC grab sample was collected from borin.2: / 


(0-6") 
(18-24") 



/o 



feet 



to 



feet 



Ofeet 



NORTH 



f 



$ HS_^ PP^ 



hs g-^/y*t 



Soil Description^ 



bro^/ n Si it, hr»c? 



Soil Description 
^3 /. 



S*~£- 



^HS_ 


/. 


JJ 


V/"* 7 


Soil Descr 


iption 


S^***. 


C* / 









n - 



W 5/?/vD 



(g) HS 3-7 PP" 

Soil Description --^ u 



© HS_!^' 



Soil Description 

as / 



S^^ic 



Soil Description 



C / 



7/~l 



(§) hs »-3fV 



Soil Description 



H&J±/r~ 

Soil Description J^^i^ 



Ofeet 



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feet 



Soil Description 

as /■ 


Sfl****- 


» 


/° feet 


1 



HS=Hcadspace PPM (0-6") 



UliUEN 

m m m i s 



Hand Auger Log 



AREA: 2. 



PROJECT NAME: MMR 
SAMPLERfS): J5V\h*tS 



PROJECT NUMBER: 313000103 GRID ID: 0> •?■.£> 
DATE: ^llofal 



.(0-6") 



(18-24") 



REMARKS: 



3* 



bc^(c<y*«*v*. » +**+fi?7*r' I.H PPM 



Sample Time: uh r_ flV* Alt poo (0-6") Sample ID: g<>QSAA 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: ~^f- 



\0 feet (T) HS C?.^ 



NORTH 



f 



HS 3. L* 



Soil Description: <su4 t 



Soil Description: 






S^t^M O^ i 



Soil Descripuon: 



& feet HS (Y.3 



Soil Description: 



HS J.Q 



Soil Description^ 



© 



HS 5-Q 



«5^gU**-C C*Ak ) 



S^WA-c Q^ 



Soil Descnption: 



Ofeet HS JZ.C* 



Soil Description: 



HS l?.o 

Soil Description: 



© 



HS £>.*3- 



<>^Wl^ OA \ 



SqvM^e. <*^ f 



Soil Description: 



feet 



( O feet 



(O feet 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



OZ 



— k 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
SAMPLER(S): ~3~C/FE DATE: (0-6") 
REMARKS: FtD 8*<ck<ytow£ - O.Opp*-^ 


GRID ID: °*& 
//-//- f 7 (18-24") 




' ft 





Sample Time: 


/5-JO 


(0-6") Sample ID: 

(18-24") 8oJi3/3/i 

VOC grab sample was collected from boring: / 


(0-6") 
(18-24") 



/o 



feet 



/o 



feet 



Ofeet 



NORTH 



1 



Soil Description /^ 6 ^ 



@ hs V- 9 pp~ 

Soil Description i> 0, ^<- a > 
/> 



© HS±¥f 



Soil Description 



T>&rU 



l/c//**~>>ik l>roU* SAW 
Some SUf 



hs o- y/*+ 

Soil Description J>^ 

as 2 



O' o /> /?/«-t 



© Hs±y/ 



Soil Description 



S' 



v*UL 



0HS *3fP~-3>if/» 

Soil Description <S> ot *^*- 

as / 



) hs 7^ /s/w 

Soil Description ~ *~ << ^ 



Soil Description 

ii / 



HS^V/^ 

Soil Description S* 5 *^- 



Ofeet 



/o 



feet 



/£> 



feet 



HS=Hcadspace PPM (0-6") 



utiuen 

i e s a a 



Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR 
SAMPLER(S): ^TiA h~fo 
REMARKS: 



PROJECT NUMBER: 313000103 GRIDED: ^C 

DATE: ^[loH^h (0-6") (18-24") 



Sample Time: voc i^a . Aft /76o (0-6") Sample ID: &£acA/4 

(18-24") 


(0-6:) 
(18-24") 


VOC erab sample was collected from borins: j£ 



(O feet 
A 



(O feet 



NORTH 



f 



©HS Ag 

Soil Description: O*^. P - 
a 



© HS ?.</ 



Soil Descripaon: 



SAVV\-^ Q -^» 



D 


HS ?T 


Soi 


Description: 




^CU^w <^ 1 



© HS Z . c* 



Soil Descnptioa: 



© HS S,£. 



Soil Description^ 



© 



HS 



13 



Soil Descrrption:_ 



-ZC**-^. &s> I 



S^OW gLr> ( 



S^ll^^-r </^ 



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Soil Description: 



») HSV.V 







HS ^),^ 



Soil Description^ 



Soil Description^ 



5><3frvug o^ 



S*»*^ q^ / 



Vrta^fc. en / 



feet 



^O feet 



^^ feet 



HS=Headspace PPM (0-6") 



Hiiti w yuiii^ 



e ra 



a b 



Hand Auger Log 



ARliA: 9 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 9 C 


SAMPLER(S): ¥l!l!2£i DATE: (0-6") tl-il-f? 
REMARKS: f,P 6 flcKCpovuv a >* pp* 


(18-24") 






^Sample Time: (0-6") Sample ID: 


(0-6:) 
(18-24") 


l(f 10 (18-24") 3 cl cp>/) 


VOC grab sample was collected from boring: 





w \d feet (T) HS 0.0 ff /I Q} US 0,0 j ) J? Si Q) 



us o.a p/y 



/A 



Soil Dcscnption: j^gj/jg^jjj 



Soil Description: 7 fi f> t> 

AS J. 



Soil Description. 2 dL/HUL 
A Si, 



v 



JL feet (J) HS_^_ 



^// 



Aj 



© m l.9 f ^ © " s -^/V' 



Soil Description: 5^/*^^ 



Soil Description: 5 An£ 
/ltd. 



Soil Description: 7 ^/f c 



Ofeet @ HSjjO_fpJ US d, Off ft Q ,1S -^/^V/ 

Soil Description: £jU±£ Soil Description: $ /? f £ Soil Dcscriplion: frf S*f 



feet 



* /^ feci 



> * 



/^ feet 



NORTH 



t 



} 



I IS---Hcadspacc PPM (0-6") 



UliUtN 



.- ■' J A* -:j 



a 



Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: d>9^ 

SAMPLER(S): yrr; WAir^b* DATE: 1 (///<?!- (0-6") (18-24") 

REMARKS: ^ _^ g^a ^uftgt 



Sample Time: vi^c lolo ) A/( fC£>Ci (0-6") Sample ED: ^ <^2."bAA 

(18-24") 

VOC grab sample was collected from boring: *2— 


(0-6:) 
(18-24") 



i£_ feet Q HS «3.£ g © HS g /fr 

Soil Description: &tV- . *>lfr*iO Soil Description: 

^- g\<y^ c Soil ya*v* <g*g 1 



© 



HS '*> . ^} 



Soil Description^ 






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id_ feet HS Z. ^ 



Soil Description: 



© hs ^.6» 



Soil Description^ 



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HSE.Z- 



Soil Descnption: 



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^UAJL CVS 1 



S^uvc^. <a^ / 



feet © HS ,g.Z 



8j HS 2.C> 



Soil Description: 



Soil Description^ 



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PROJECT NAME: MMR PROJECT NUMBER: 3I3O0OIO3 GRID ID: 2 V 


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PROJECT NAME: MMR 
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REMARKS: 


PROJECT NUMBER: 313000103 
DATE: qjllfil (0 


GRID ID: 
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PROJECT NAME: MMR PROJECT NUMBER: 3 13000103 GRID ID: 7 £ 
SAMPLERfS^Vfc^fJ DATE: (0 " 6,,) \I-11~17 
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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: Olf- 

SAMPLER(S): TD,?TD DATE: *?/«/* 7 (0-6") 

REMARKS: PTD Wk ypaJ o-c.*,/ rt.J /!£M 



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PROJECT NAME: MMR 


PROJECT NUMBER: 


31300-0103 


GRID ID: OS F 


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PROJECT NAME: MMR 
SAMPLER(S): T£> 3l£ 



PROJECT NUMBER: 313000103 GRID ID: CQ 6 



DATE: 



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REMARKS: Mu/ (+i*,«J «/ f ) £CD >> t/x<?/J 



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PROJECT NAME: MMR . PROJECT NUMBER: 313000103 GRID ID: O 3- G 




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PROJECT NAME: MMR 


PROJECT NUMBER: 313000103 GRIDED: Q \W 


SAMPLER(S): 1*|> -$£> 


DATE: cj/i^y (0-6") (18-24") 


REMARKS: 









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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
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PROJECT NAME: MMR 
SAMPLER(S): fb ; TD 

REMARKS: 



PROJECT NUMBER: 313000103 GRIDED: Oil 
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DATE: 



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PROJECT NAME: MMR . 
SAMPLERS: f. f. *«■«'•?>* \ 
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PROJECT NAME: 
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REMARKS: 


MMR 


PROJECT NUMBER: 31300010 
DATE: yf/l/qy 


3 GRIDED: OXT 

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PROJECT NAME: MMR . PROJECT NUMBER: 313000103 GRID ID: 


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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 2jC 

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REMARKS: 



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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERCS): f r £/3' C DATE: 
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31300-0103 
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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: O^ L 

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REMARKS: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: £> 2^ 


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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID CD: g)^ A/1 

SAMPLERS): TD^ft DATE: w/jJ2 (0-6") (18-24") 

REMARKS: 



Sample Time: J&iOtfcCs, Igft) An (0-6") Sample ID: BOl/^AA 

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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
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PROJECT NAME: MMR 
SAMPLER(S): TD ; TD 



REMARKS: Pffr Lk^BibJI fl.7fli 



PROJECT NUMBER: 313000103 GRID ID: 02 N 



DATE: 



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Sample Time: //STl/CC.^ l/«K*4// (0-6") Sample ED: B02 NA/K 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: d - ft} 

SAMPLER(S): % tJMlUfl DATE: (0-6") //-£- 7 7 (18-24") 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: OaQ 

SAMPLERfS): TD CTP DATE: fjlSjin (0-6") _( 13-24") 

REMARKS: -Tift ^Ag^Ji gj^fe 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 2O 




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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: ^S A 
SAMPLERS: CS^/VA DATE: p/?/?^ (0-6") 



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REMARKS i jgcokyto.*-^ .a ^L flfrvt -U^^»/y>^^. t-ale^L*^^ ^ k^ y^-, o.-^ 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 /S 




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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: &3>^> 

SAMPLER(S): JA/Tl^ DATE: ^ifol*?^ (0-6") (18-24") 

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PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 E> 


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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: ($$ C_ 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 C 

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REMARKS: £j D ft Act 6 fl-oW M 



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PROJECT NAME: MMR 
SAiMPLER(S): TT> / CTD 
REMARKS: 



PROJECT NUMBER: 313000103 GRID ID: Q? D 

DATE: 7/W?? (0-6") (18-24") 



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PROJECT NAME: MMR PROJECT NUMBER: 


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GRID ID: 


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PROJECT NAME: MMR 
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PROJECT NUMBER: 313000103 GRID fD: <£>2>\Z 
DATE: < 7/?/99- (0-6") 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: I g 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: <z5^f 

SAMPLER(S): CTU /Tt> DATE: <T/^/V?- (0-6") (18-24") 

REMARKS: b^iryv^J 



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Soil Description: <z 
oa ±. 



© 



HS^ 



Soil Description: S^-^n s. 



^ JL 



NORTH 



f 



feet 



^ 



feet 



/£> 



feet 



HS=Headspace PPM (0-6") 



i 

m m a 




Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 F 
SAMPLER(S):F.e$6iii8th7,ciP*my\ DATE: (0-6") //-/*-f7 
REMARKS: f ; D B A Ck&roCi^D 0,0 pp/*? 


(18-24") 


— » — *- / / 




Sample Time: (0-6") Sample ID: 

o 9 9/ (18-24") OoFB/l 


(0-6:) 
(18-24") 


VOC i>rab sample was collected from boring: fJ 6 H £ 



"I feet (J) HS 0>0 fp P 



Ofeet 



NORTH 



© 



HS 0- O PPrt 



£fj 



Soil Description: Q ft f_ If 



10 feet (7) HS _0_ 1 0_ap /4 

Soil Description: 5 /?/"> f 

** 3, 



Soil Description: G ft A Y i$H 

of fift St/so, 



Q\ HS Q,0 p psl 
Soil Description: f ' f H Ir* 'tlfi 

ft rewtf $iH. i r/jc( 
of fiitf 9AHD- 



© 



HS 



© 



lorjj 



HS 0,0 



W 



Soil Description: (A J A If 
AfMP- 3 iri£$, 



Soil Description: S /}/*i £ 



Q HS 0j£bf S3 Q) HS 0>O ep s^ 

Soil Description: 5"7/lf fi<, Soil Description: S /} /~ i £ 
2_, A $ 1 . 







IIS O,o 



jo/si 



Soil Description: $ /) '/*? f 

ft s 4 Lt 



feet 



i ° feet 



^10 feci 



IIS=Headspace PPM (0-6") 



OGDEN 

■m « ■m ."js 'm 

H m ■■■■' *3 *2 



Hand Auger Log 



AREA: 2> 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: <P-S ^r 
SAMPLER(S): CTH / 7I£> DATE: ^/^/r ?- (0-6") ^S^i^Mf!( 1 8-24") 
REMARKS: b^ t^^tw, gC ,^ LQ |%i 



Sample Time: \Jo^i ^^ , (\U I ?^o (0-6") Sample ID: ft C^<SM 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: O 



O f C e 



I Q feet 



Ofeet 



NORTH 



t 



0HS ^ 



@ HS <6 



Q 



HS 



es 



Soil Description: cn-svt^^ S,^, ^ 



Soil Description: Jb> g> im-«? a-sl 



Soil Description: S^ iv^-A 
^ 4= 



^ 



©HS <& 



Q HS^ 



Q 



HS 



Soil Description: 3r ( u 1 ^_a. 



Soil Description: io r ,«-w ( ^v 



Soil Description: S<^ rvi.<- 







HS 



© HS <£S 



Soil Description: SCi*^— £- 



Soil Description: *s^ v^xJL 
oa 1 



feet 



^ feet 



Q HS (ft 
Soil Description: \ | g_ II ev^ ^yv^ r^ 

[£> feet 



HS=Headspace PPM (0-6") 




&d 1^*3 «i«wl 



Hand Auger Log | area: g 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 
SAMPLER(S): f . fStfni/sa TtifliM DATE: (0-6") //-/*- 

REMARKS: TIP B A Ck6 'A ernj/O O.**j0*** 


-77 


(18-24") 






Sample Time: (0-6") Sample ID: 

oi/C (18-24") &o3 68a 




(0-6:) 
(18-24") 


VOC grab sample was collected from boring: f/ O V £ 



' feel 



(T) HS O-Op p/4 

Soil Description: f£ll£tJUi 

/off 



HS ^^ X © HS^£^^ 



Soil Description: {ZHfh'iirM 
fiti SflSV j i 01 y 



Soil Description: ■£/}/ y l£ 



tv /0 feet Q) HS ^/^ p p/4 



Soil Description: 5^ j ^y £ 

A£ 2i 



ns_a 1 j L £p / tf HS <,,g /'^ 

Soil Description: & A t* E 



Soil Description: $#/*& 
*$ d . 



Ofeet 







ws a.off t* *$ <?,(/ pp si © ,,S -^V/^ 

Soil Description JL&rL£___ Soil Description: £ A tf E Soil Description: 5/?/*?/* 



feet 



/tf feet 



feet 



NORTH 



HS=Headspace PPM (0-6") 



OGDEN 

ft m n si e 



Hand Auger Log 



AREA: 



03 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3// 
SAMPLER(S):t.OK/Yr-fl ; T. UPelfi*, DATE: lOSX'H (0-6") 


(18-24") 


REMARKS: £\0 ft A^ K6 Gc'auD o.op<aM- 


i / / 





Sample 


Time: 


0<S 


S 







(0-6") 
(18-24") 




Sample ID 


:Q>o3i4AA 


(0-6:) 
(1 8-24' 


') 












VOC grab 


sample was collected 


from boring: 


# c / 







10 feet 



O HSj^ 



QjlM 



W 



Soil Description: g r fc 



MS c,^ ^ "so^,, 



Soil Description: S 4 Al & 

Ai .3. 



Soil Dcscriplion: 5 A Mi £ 

A3^> 



^jKLfcct HS 0"jfi(t /< HSft.Oop/) 11S C- C £/ /1 



Soil Description: 5/)/^ f 

4* 3' 



Soil Dcscriplion: b A r* £ /}> 



Soil Dcscriplion: | UllCM )$H 
*i' 7 Ic'f^ 



Ofeet 



HS COo pf US e.Off /9 V&2d-fifi*9 



Soil Description: S A y\ c 
Aid. 



Soil Description: $ /\y> £ 

A S d. 



Soil Dcscriplion: _S'/Jy7 / 



feet 



/(' rc« 



* -wC 



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NORTH 



S* 



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US=Ueadspace PPM (0-6") 




Hand Auger Lo<* 



$ "1 I = ± 



PROJECT NAME:. MMR r PROJECT NUMBER: 313000103 (HMD ID: Jl 1 

SAMPLER(S): f.£<^ JkJ DATE: (0-0") J-^-fS- (18-24") 

REMARKS: XJ fcrtt*Jc- 



Sample 


Time: 








(0-6") 


Sam 

I'KMll 


pie ID: 

boring: 


iSfiisABQ- 


(0-6:) 
(18-24") 


\: 


w> 


giab 


< 1 8-24^) 

sample was collected 






voc 



s a <s 



l£_rc* us J'° iis^-o. _ 

Soil DcscnplioirJ^/jJly^ Soil Description ^u W^ Soil Description:-- <? >f*. 

infect US A IIS_A^ " S - aC? 

Soil Description:/^ X/^L_ c >"' 1 Description /? Jj^. _ Soil Description: /? ty/ 1 



Ofe 



0hs_^ ns._;c?^ lls ^ 

Soil Description: .iP__^f^ Soil Description: /f^ ^? ^ S.-il D.;sniplii»n:/^ ^/^ 



/• ,-,., /• 



" led / O ... . / « ,,. , 



NOR I II 



f 



IIS 1 1. m.I- p.!..- ITM (()-(>") 



UiiDEN 



■.'.-.'■ M 



T fl "Sf 



Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: Q3j, 

SAMPLER(S): r. \^il£L i I opmi^ 'i DATE: /t-,^-?7 (0-6") (18-24") 

REMARKS: F.o b *1 r k r., r /? n a/ n c-opp^i 



Sample Time: 


/ 3 (p (0-6") Sample ID: B 3 
(18-24") 


XAA 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: M S 







u^ 



10' feet 







HS C • C p / 



ff 



1 © HSj^* © HS.*^, 



^ 



Soil Description: Yci'gW.SH 



Soil Description: $ /J A) £ 



Soil Description: >' A y) £ AS 
1. 



U 10 feet (V) HS c.g f/? ,l 



© HSQ.f M >7 © HSj*^^ 



Soil Description: $/1/»i £ 4 S 
4 



Soil Description: S"//^ £ 

AS 1. 



Soil Description: 5 /] /^i £ 

AS d. 



Ofe 



et © HS Q ; 



(Lap/A 



if 



© 



HS o ■ C o p a/1 



© 



HS 0.0 



&><* 



Soil Description: S /)A? 6 d£ Soil Description: 5 4/^g 



Soil Description: $ A M ( 



1. 



As l. 



£j 4 



feet 



•*■ I n 



I ^ feet 



»° feet 



NORTH 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: Q 3 L 



PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): FE J$~F DATE: 

REMARKS: 


31300-0103 

(0-6") 


GRID ID: 02 M 


/-3f~?F (18-24") 







Sample Time: 


//30 


(0-6") Sample ID: 

(18-24") 803TB/1 


(0-6") 
(18-24") 






VOC grab sample was collected from boring: -5 . 



/o 



feet 



/O 



feet 



feet 



NORTH 



H HS Ol_g 



HS 



0.0 



Soil Description j) ^^ 

(MR «/») Pu* SAND 



@ hs g: ? 

Soil Description DQ**mL 

« / 



© 

Soil Description 



S^>^vC 



© 



HS 



O. © 



z^j_y 



Soil Description 



Si/ty CUy 



O-o 



5) HS. 
Soil Description zj%- ' 



m) hs. 



Soil Description 



M 



Of tut* bn>u«.(?sys/s\ 



S*~-Pl<- 



m™°'° 



Soil Description ^"^ 

as 3- 



8) HS. 



0.0 



Soil Description 



JW*< 



9") HS. 



o. 



feet 



«A)(j/<iycy SiLt 

/o 



Soil Description t-'i-bt 



feet 



/o 



feet 



HS=Headspace PPM (0-6" 






OGDEN 



% m & 



Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: <^S3>-X 
SAMPLER(S): ^U (iTS DATE: ^//of^ (0-6") (18-24") 

REMARKS: 



Sample Time: ycc fZc^AU !iil5 (°- 6 ") 
( 1 8-24") 



Sample ID: S<^3^rAA 



.(0-6:) 

_( 18-24") 



VOC grab sample was collected from boring. 5^ 



|~C? feet HS "Z.Z. 



Soil Description: ^ . tyty»Q 



6g feet (4) HS l.^h 



Soil Descnption: SQcvkl 



Ofeet @ Hs Z. g 

Soil Description^ 



SgiuaAj aA 



HS <=-Z- 



© 



HS 



/.<£> 



Soil Description: [4- ^h»JlL>AJi Soil Description: <^ 



«rv» 



© 



HS 



3.1 



Soil Description: 



Sa^iA-ft gys 5 - 



Soil Description: 



< ±zc\\a+-* <»n d. 



HS^_ 



Soil Description:_ 



^^ VA^f gy> e^_ 



HS -^L_ 

Soil Description: 



NORTH 



feet 



I & feet 



/O 



feet 



HS=Headspace PPM (0-6") 



-J 










Hand Auger Log 



AREA: J 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 31 




SAMPLER(S): P.£-*ffW.'flf/,7. <W//|J DATE: (0-6") // -/^-f 7 


(18-24") 


REMARKS: f ,V UACVCHctifiP fftO aaM 




i * 





Sample Time: 


(0-6") Sample ID: 
/*/7 (18-24") rioiJ3/} 

VOC grab sample was collected from boring: a/ o a/ £ 


(0-6:) 
(18-24") 



10 



feet 



"10 



feet 



NORTH 



* 



(?) HS g r p prf @ HS 0.0 pp .* © HS_^_^^/^ 



Soil Description: D A (Z fc 



Soil Description: • /) n £ 



a ovj ft m±j ir/j <c- a 3 



Soil Description: 7_jQjn (z 



r 



gj f ; f c s i a* ;; .- 

@ HS 0.0 b ^/v) (7) HS O'QP PM 

Soil Description: 2j£zi-§ 
46 J, 



Soil Description: 5/4/^6 
A $ 1 ■ 



HS4.0 /y,^ 

Soil Description: $ /? z* 1 (£ 



US ^-<? 



yv"* 



feet Q HS_0_ 1 0_pf ^ Q) HS &'°f P fl Q) 

Soil Description: 7 A f* £ Soil Description: 5 d n£ Soil Description: $ /I A1 k 



feet 



10 



feet 



I feel 



HS=Headspace PPM (0-6") 



UUUEN 

I i I I ll 



Hand Auger Log 



AREA: % 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: <^> S Af^ 

SAMPLER(S): CTH /T>N DATE: ^Z^V2z (0-6") (18-24") 

REMARKS: e^ - X U^^oidf rral^^J, 



Sample Time: V&C UfcC*, AU. ic?^ (0-6") 
( 1 8-24") 



Sample ID: S^.kAA 



.(0-6:) 
_( 18-24") 



VOC grab sample was collected from boring: V> ^".y^g. ,. i- C ^ M i- tr . Cocfl^Wi) 



[ O feet 



HS_^_ 



Soil Description: ^ . Jorrgyvj/^ 



J^fcct HSSJL 



© 



S.1 

HS yf^sr o. 



Soil Descnpaon:_^g 6 < te= * = _ 
^ / 



Q HSJ^. 



Q HS ffk^ u 

Soil Description: 



HS ^.^ 



Soil Description^ 



^o^ - && 



feet HS *K*5 



Soil Description:_ 



■S^SUt^y Q-A / 



Soil Description: 



S<5»»W Q> f 



8) HS 



i.«rf 



Soil Description^ 



S<4 lAs^J ft/\ ( 



Soil Description: 



V?t*vs.g CV> ( 



© 



HS I.I 



Soil Description: 



^^ *iQ / 



NORTH 



t 



feet 



lo 



feet 



/O feet 



HS=Headspace PPM (0-6") 



m 



T:" vj'^'S? '■■•■-:? • 




Hand Auger Log 



AREA: J 



] 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 fr 
SAMPLER(S): f, esfrwJf/,7. <TiW/; >iPATE: 

REMARKS: P ? Q P> A C \< 6 HOU M D O ,0 f n Z 1 



_(0-6") lLd_£zlZ (18-24*') 



Sample Time: 


(0-6") Sample ID: 
i/** (18-24") fl*JK/?/f* 

VOC grab sample was collected from boring: tf Q t 1 i 


(0-6:) 
(18-24") 



n 



10. feet (T) HS dtQnfH 



\Q 



^ It/ feet 



NORTH 



K 



© V& Q.^ff /X © HSjT^/*/ 



Soil Description: i ^ubw r^y 
hjiow r Sil ti If AC S 



Soil Description: £ X 7 /^ £ 



Soil Description: £ ^ S* & 



6t 


f .V £ 


J/ic*' 




/«r 


*/« 


© 


HS 0^ 


^/ 


Soil 


Dcscripti 


on: 5 4/" £ 


fi < 


; 4, 





(T) HS 0> 6 ff tf 

Soil Description: "5 A Ai S 
AJ_±< 



HS G.fiff /t 

Soil Description: s A Z" 7 5" 
4< j £ 



Ofeet © HSQ-Offitf © HS *,*,** © V&JOOffrt 



|9/J/?K 

Soil Description: /'f // o'^i $rf 

/ 3 flO Vf fir g 



Soil Description: £_£/* *^ 



Soil Description: f d fi C 

At 1 • 



W Vt/ 



feet 



feet 



~IQ feci 



HS=Headspace PPM (0-6") 



UUUEN 

m m i % s 



Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: fi^L. 

SAMPLER(S): ZS\A/T£> DATE: <^//tt/W (0-6") (18-24") 

REMARKS: h^^l^^^JL £?■ <* &M 



Sample Time: Uc*: ^^ f\U <?5o (0-6") Sample ED: ^c6 ^L A A 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: "W Sy 



( £> fest 



NORTH 



t 



0Hs_on 



Soil Description: ^Jc . ^/^h ^ 
gS^^-^^.'t- "few -f?"«i < - ~ 



HS 0.0 

Soil Description: 5^»i 



© 



HS 0.O 



Soil Description: ^-. c^Qvia ^ 
I da S , SA[^^ i scy^g n<-C 
scv*<<, 4*~vc* «y^t^-/, WA ctyr 



1^ feet Q HS^ 



Soil Description: ^>\ 



Hs qo 

Soil Description: <& 



© 



HS 0.0 



Soil Descnpticn: ^jjj 



feet Y& Q.Q 

Soil Description: ^c» 



») HS Q.O 

Soil Description: ^ci»w^ 







HSikl 



&A 



Soil Description: 5a. M^. 



feet 



l& 



feet 



/C>fet 



HS=Headspace PPM (0-6") 




i£j i3 k'A 



Hand Auger Log 



AREA: 7 



zi 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 L 

SAMPLER(S): f. tjwettjj. cifoiiin\ DATE: 

REMARKS: f j g (b fltKC Ron v P cof/l.Ai , 



_(0-6") H-) 0-9 7 (18-24") 



Sample Time: 



/^3 



_(0-6") 
( 1 8-24") 



Sample ID: 



Bo j L 6 si 



.(0-6:) 
_( 1 8-24- 



VOC grab sample was collected from boring: N O P £ 



WO. feet © HS gjJL^ / /* © HS <? ; g / /*/** © HS Q'° P P/* 



feet 



Soil Description: YtHC' 'v']5H 

leff 



Soil Description f £lW fr\> f) 

j tA££ of ii i ' r. 



Soil Description: $/}/"!£. 



I g feet © HS 0,0 pf >s* © ^(hOnfyvf © HS -*ZliZ//V7 



Soil Description: £ -4 fl fc 



Soil Description: 5 /) Al £ 



Soil Description: 5 Afl f 



© HS 0,0 p p/* 
Soil Description: f A/t £ 

*i4 . 



Soil Dcscnpiion: 5/ 1 /^1 6 Soil Description: 5 /}s^ £ 

jIS-J^ yj $ 3 ^l 



NORTH 



feet 



> 



+1Q 



feet 



■10 



feel 



HS-Headspacc PPM (0-6") 



UliUtN 

m m i a s 



Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR 
SAMPLER(S): :XU /^Tb 



PROJECT NUMBER: 31 30001 03 GRID ID: ^ 3 M 
DATE: g/jfofajb (0-6") 



_( 18-24") 



REMARKS: U^auLA^ r^sn.\*^nd 4- \**^y*£*A r Jy 



b**U*pvi~~Ji «^ o.H PPm 



Sample Time: ycx^ilM^ACL (Z^<T (0-6") 
( 1 8-24") 



Sample ID: £<fZHAA 



.(0-6:) 
.(18-24") 



VOC grab sample was collected from boring: i 



J_0 feet (J) HS CS*.^ 



Ofeet 



NORTH 



t 



Soil Description: Jtlc. fyswo/ 't Soil Descnpaon:_ 



© 



HS^-\ 



Soil Description: 



<yi*iA 



_2k^iJ 



3^rtrt-< gu< / 



5=*Vh> <=-! / 






1° feet (7) HS <>H 



Soil Description: 



© hs_Z^l 



Soil Description: 



© 



hs 2.M 



Soil Description: 



^^y ^ p <=»-* / 



^«»t*v <=^ / 



«S<S t^v^f gx> / 



HS /■ I 

Soil Description^ 



*) HS /. 2. 

Soil Description^ 



© 



HS ->.0 



«fciA>^ c*^ j 



S <g-v>^ <**1 / 



Soil Description: 



feet 



IO 



feet 



/o 



feet 



HS=Headspace PPM (0-6") 



;'-. &r&£ 







Hand Auger Log 



AREA: 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: "? A? 




SAMPLER(S):f. U<*it0. 1. 0/«7.>i DATE: (0-6") U'l&'?7 


(18-24") 


REMARKS: F'\0 fiACktr-eassP o,Cpp*i- 




■ * ■ / f — 





■' ■"■ Sample Time: 


(0-6") Sample ID: 
/ \ 5 ? (1 8-24") o if3# s /> 


(0-6:) 
(18-24") 


* : r.-'." 


VOC grab sample was collected from boring: a/ fJt 







NORTH 



K 



Soil Dcscnpuon: £ tiu'r'iiH 

OrL ivlA 



sf 



Soil Description: 4 /? /^i £~ 

J£ 1 - 



:t Q HS 0<0 Pf * 

Soil DcscnpUon: P A f. K 

j£ fat (7) us d'0/f fl @ hs " -<?// y © Hs_^if^^ 



Soil DcscnpUon: 5"/>/i £ 



Soil Description: p /j/^c 



Soil Description: ? rf rt £ 

AS 4 > 



Ofeet Q) m O'Vp fjS 

Soil DcscnpUon: 54/** € 

A < 1 < 



Q) HS , *_ p^ 

Soil Descnption: '/) i* £ 



HS O ,U pp X 



© 

Soil Description: ^ /I /4 £ 

AS 4 , 



feet 



ki 



\(f feet 



~\0 feet 



HS=Headspace PPM (0-6") 



OGDEN 

I M I ■ i 



Hand Auger Log 



AREA: ^ 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: <z5 5 A^> 
SAMPLERS): rUl/ fn DATE: ^ (/(=>/ ^ 7- (0-6") (18-24") 

REMARKS : ^,rt^«a ;<; ^,^ke«~c^- ± cL**frgJy t^ ^(-W> ^ ; l?d* >^A. u-/£-<a.a. 



Sample Time: ypC ^r 3o , An ^5" (0-6") 
( 1 8-24") 



Sample ID: g<£3MAA 



.(0-6:) 
.(18-24") 



VOC grab sample was collected from boring: Q 



/ O feet 



j_0 feet 
A 



©HS_/j_ 

Soil Description: bra^ws \>'«\< 



HS c^ 



Soil Description: 



S^Wl* <VA> / 



feet Q HS 4 /. / 

Soil Description:. 



«;ot*/v» cua 



HS C^S 



Soil Description: 



© HS^.^ 



Soil Description: 



^<m^ <*A \ 



*) HS ^5.C> 

Soil Description: 



Sc3i*/Vl? Q»-k 



© 



HS 



S.T- 



Soil Description:_ 



© 



HS 



Z.Z- 



Soil Description: 



S Gtv\p c^6 / 



Q HS_£_ 



Soil Description: 



^tAAJ C^A. 



NORTH 



t 



feet 



/ & feet 



/O feet 



HS=Headspace PPM (0-6") 




Hand Auger Log 



AREA: 3 



1 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 3 rf 

SAMPLER(S): f. E $Q H id C- lj j. c i w /ff ATE: 

REMARKS: FID 6 & C K 6fi Ojj f/$ *£*_£ _ £/*_* 



.(0-6") 11-10-17 (18-24") 



Sample Time: 




(0-6") Sample ID: 


(0-6:) 
( 1 8-24") 


/SH<p 


(18-24") tSo^RA 
V'OC urab sample was collected from boring: fj /J £ 



^'6' feet 



- to 



feci 



© HS C'OPP y 

Soil Description: / £ II C 1 '^ (S / > 
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Hand Auger Log 



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AREA: 



£JL 



PROJECT NAME: 
SAMPLER(S):r. t 
REMARKS: ^ ; ,; 


MMR 
P. U 


PROJECT NUMBER: 
7<iV«v/*i DATE: lc-li' 


313000103 GRI 

1 7 (0-6") 
P h f> i , c A r C- 


DID: 


<?3 




(18-24") 


s/)r> fii £ 


7 /Ik h'M 







Sample Time: 


0*150 (0-6") Sample ID: /}<?3 qa a/Pc3c/ip 


(0-6:) 




(18-24") 


(18-24") 




VOC «rab sample was collected from boring: •#" 3 





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Soil Dcscnption: Q 1 f\ K 

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Soil Description: 4 /] n f; 
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10 feci 



10 



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NORTH 



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IIS-UeadspacePI'M (0-6") 







Hand Auger Log 



AREA: o~z 



PROJECT NAME:. MMR PROJECT NUMBER: J 1 3000103 > CKIDID: 

SAMPLER(S): ^^pg .-f .\<f DATE: 

REMARKS: Cj^X I ^.CTt^a "l^P.-v<lA^. 



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Sample Time: 



11 



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(I8-24"') 



Sample ID: 



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JO-6:) 
(18-24") 



VOC giab sample was collected ftx>ni boring: 5l__ 



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AREA: OY 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: O^/f 
SAMPLER(S): Tb /S<L DATE: /£>'V'f7 (0-6") (18-24") 




REMARKS: 8or>i*j.no/t<r Ore % apa*--t a/o-->^ -fop c f rfetrjpt/r?ev«.J \ /^f D ~ O 


V I ^ ' \J ' — 





Sample Time: Of 00 



_(0-6") Sample ID: £0<//4/l/l ( _ 6 ") 

.(18-24") (18-24") 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: H 4 
SAMPLER(S): 1> Weill ?>/d. QfSwD DATE: ] 

REMARKS: f\ ? & fi<K GfiouvO **ppu ■ 



.(0-6") / "3l2l (18-24") 



Sample Time: 


(0-6") Sample ID: 


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AREA: 0LJ 



PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: j 6 




SAMPLER&YT.DtoYefijT.'Wifi DATE: /0-}I-?7 (0-6") 


(18-24") 


REMARKS: pip BA(k6r6ti»Q oopon- 









Sample Time: 


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(0-6") Sample ID: 8 6lJt?4 
(18-24") 

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Soil Description: 1 6H6W ,} H 
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HS=Headspace PPM (0-6") 



OGDEN 



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£3 El U U 



AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: B_ 



SAMPLER(S): T. CPelivih. OtSMok * DATE: / - ? • ■?¥ (0-6") / - fr- 7 & ( 1 8-24") 
REMARKS: F'lD fej£j£M&]JJUl 6<0#p/*'7 



Sample Time: 


(0-6") Sample ID: 


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II 11) (18-24") fi OHBBA 

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AREA: oy 



PROJECT NAME: mmr PROJECT NUMBER: 313000103 GRID ID: H C 

SAMPLER(S): ~, qvj 1 t«.7. CiPeii;* , DATE: / 0-31-/7 (0-6") 

REMARKS: f;j a/^K Cflo:\uQ of c-cpp*. 



.(18-24") 



Sample Time: nis ^-^ /?;<? ai\q&l (0-6") Sample ID: g & » aca 



_( 18-24") 



.(0-6:) 
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VOC grab sample was collected from boring: £ 



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Soil Description: S ' /) /* f 


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Soil Description: S As* £ /}<, 


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AREA: 



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PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: C_ 

SAMPLER(S): OXifehr^l J* Pi^ ^ATE: 

REMARKS: p t j) 



.(0-6") l-f-97 (18-24") 



Sample Time: 


(0-6") Sample ID: 
132 / (18-24") GtrVcM 

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AREA: O f 



PROJECT NAME: MMR 



PROJECT NUMBER: 313000103 GRID ID: O V Q 

_(0-6") 

REMARKS: f]p o AcKGdcuya o .o f p yi > 



SAMPLER(S): T. o^ua T. cjpo/i,* ; DATE: /<?■•?/ -7 7 



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Sample Time: 


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(0-6:) 
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Hand Auger Log 



AREA: 



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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: ^j^j 

SAMPLER(S): <j£-/3"fl DATE: (0-6") (^ll£. 08-24") 

REMARKS: FjO 6c^k<yiou^J ^ O.O t 



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Sample Time: 


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(0-6") Sample ID: 

(18-24") £Ot/OB/1 


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Hand Auger Log 



AREA: 0V £ 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 8QHAEA 
SAMPLER(S): TVg D, Zerry C DATE: |Q-3.f-r7 (0-6") (18-24") 

REMARKS: fT'b bftckgmaj o/ &%m • 



Sample Time: \0So\IQCi f \0W frW e\se (0-&l Sample ID: QO*H ABA (0-6:) 

(18-24") (18-24") 



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Hand Auger Log 



AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 


GRID ID: &/£ 




SAMPLER(S): CT^/^TD DATE: (0-6") 


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REMARKS: Fib B^cU^eu^J — O- />p*~L 






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Sample Time: 


(0-6") Sample ID: 
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Hand Auger Log 



AREA: Q U 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: V h 

SAMPLER(S): r. w y^, j. cpcHju I DATE: I0-V/-77 (0-6") (18-24") 

REMARKS: /= i fi /IcfrGfi qua/ o .0 f> p yi 



Sample Time: 


15/ if (0-6") Sample ID: do HA f A 
(18-24") 


(0-6:) 
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VOC grab sample was collected from boring: / 





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Soil Descnption: 5/)ste AS 


Soil Description: 5 a >? l ' ,4 5 


Soil Description: S 4 ft £ /3 £ 




d. 


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Hand Auger Log 



AREA: 



£ 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: ^_ 

SAMPLER(S): ,7, QMtiAlJl V £*/>*' I? DATE: 

REMARKS: f\P 3flC^6H oc/yp qjtOjjjSf/l 



.(0-6") / -f-ff (18-24") 



Sample Time: 


(0-6") Sample ID: 
013 7 (18-24") 




(0-6:) 


(5 c f f * 
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(18-24") 


VOC grab sample was collected from boring: 



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Soil Description: 5 rf rf f 

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Hand Auger Log 



AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 6 jf g 
SAMPLER(S): T?M hu^ir, g . ^X DATE: Igjjgjjl (0-6") 

REMARKS: 



(18-24") 



Sample Time: 


0^7 / 5 (0-6") Sample ID: £0V£>A/\ 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from borins: tff~ ^) 



£_ feet Q HS Q,C? 

Soil Description: CVqflni'C', 

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Soil Description: Sgtr? gg /. 



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Soil Description: 



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Soil Description: 5fliw^ ftg.(. Soil Description: £***4 ^5 f. Soil Description: Sq^^CH \. 







HS 



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Soil Descnption: Sa** rat I- Soil Description: §Cm€.tk \. Soil Description: £<*** CKi I 



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AREA: 



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PROJECT NAME: MMR 
SAMPLER(S): U b/tff\ 

REMARKS: 


PROJECT NUMBER: 313000103 GRID ID: 


ov 6- "' 


DATE: (0-6") 3-//" 


'f-f (18-24") 









Sample Time: 


(0-6") Sample ID: 
IG'.OO (18-24") 

VOC yrab sample was collected from boriim: 




(0-6:) 


801/68/} 


(18-24") 







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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID:_ 

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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 
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REMARKS: Oobb^uc-ho^ij /^ S^^p/cS 5 <*■*<£■ o 


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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 
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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: OS~/5 

SAMPLERfS): £ ty^H DATE: (0-6") _3V^£_( 18-24") 

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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
SAMPLERfS): ^ C /^^ DATE: ^£lf£ (0-6") 
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PROJECT NAME: MMR PROJECT NUMBER: 3 
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PROJECT NAME: MMR PROJECT NUMBER: 3I300OI03 GRID ID: 


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PROJECT NAME: MMR 
SAMPLER(S): BG/tf/l 


PROJECT NUMBER: 31 
DATE: 


3000103 GRID IP: ft> jb 

(0-6") 3~/^-?? (18-24") 


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PROJECT NAME: MMR PROJECT NUMBER: 313000IOJ GRID ID: 


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PROJECT NAM! 7 .: mmr PROJECT NUMBER: H300owj GRID ID: 5>~ E. 

SAMPLER(S): B^J Jf^j DATE: (0-6") 3"/°'^^ (18-24") 

REMARKS: 0)osbr*<h+* U So^/c «# ^ 



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PROJECT NAME: MMR j PROJECT NUMBER: 313000103 GRID ID:_ 

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REMARKS: ^ , iV^ Hr ? f £ 3 



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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: Off 

SAMPLER(S): fiP/j"^/^^ DATE: (0-6") 3-/%-?$- (18-24") 

REMARKS: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 


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PROJECT NAME: MMR PROJECT NUMBER: 


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GRID ID: 


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SAMPLER(S): T? / Bfc> DATE: 


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(0-6") Sample ID: 

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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: O^Cr 

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PROJECT NAME: MMR PROJECT NUMBER: 3UQO01O3 GRID ID: 
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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): B&/KM DATE: 
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31300-0103 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRJD1D: / 



SAMPLER(S): \C£> -V-^ A DATE: I jj^fofe (0-6") (18-24") 

REMARKS: 



Sample Time: t^"OQ (0-6") Sample ID: OpS~'33lft s ,Av (0-6:) 

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PROJECT NAME: MMR 
SAMPLER(S): UJ &/ W 


PROJECT NUMBER: 
DATE: 


313000103 GRID 113: S^J_ 

(0-6") 3-/0~9(r (I8-24 1 ') 


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REMARKS: 













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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
SAMPLER(S): K\) / F E DATE: /'/?'}?. (0-6") 

REMARXS: 


GRID ID: 


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(18-24") 















Sample Time: 


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PROJECT NAME: MMR 

SAMPLERS): ^£//f/V DATE 

REMARKS: 



PROJECT NUMBER: 31300-0103 
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GRID ID: 







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Sample Time: 


(0-6") Sample ID: 
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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: K 

SAMPLERfS): A0 /FE DATE: ///f/f? (0-6") (18-24") 

REMARKS: 



Sample Time: 


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(0-6") Sample ID: 305/f/IA 
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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERS: KflfB & DATE: 
REMARKS: 


31300-0103 GRID ID: 

(0-6") 3-//- 9? 


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PROJECT NAME: mmr PROJECT NUMBER: 3I300OI03 GRID ID: 

SAMPLER(S): C £L$Qjh* OATH: ' f -Jt0-3 % (0-6") 

REMARKS: ^ frfJU^ff) 



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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): 8&/ KW DATE: 
REMARKS: 


31300-0103 
(0-6") 


GRID ID: 


l 




(18-24") 







Sample Time: 


/0/O 


(0-6") Sample ID: 

(18-24") SoSL 34 


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AREA: £~ 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 
SAMPLER(S): FE:/K$ DATE: /-JO'ff (0-6") 

REMARKS: 


GRID ID: 


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(18-24") 









Sample Time: 


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(0-6") Sample ID: So S'/VAA 

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VOC grab sample was collected from boring: *-* 


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Hand Auger Log 



AREA: 5~ 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 05TJ 

SAMPLER(S): SCj/KM DATE: (0-6") 3-/Aff (18-24") 

REMARKS : Ob^^^chc^ @ Ss~y/d / 



Sample Time: 


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(0-6") Sample ID: 

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VOC grab sample was collected from boring: A 7 -* 


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Hand Auger Log 



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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 05~/l 

SAMPLERS): F " B '/ U 'b DATE: /*2° ~_H (0-6") 



.(18-24") 



REMARKS: 



Sample Time: 


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(0-6") Sample ID: B°$ A>Aft 


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(18-24") 


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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 5 'As 
SAMPLERS: Bj^JjOV DATE: (0-6") 3-//-?? (18-24") 



REMARKS: 



Sample Time: 


/3VS~ 


(0-6") Sample ID: 

(18-24") BOS' /V8/1 


(0-6") 
(18-24") 


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PROJECT NAME: MMR 
SAMPLER(S): £~.£sffij;£ . 

REMARKS: j£, j ), 



PROJECT NUMBER: 313000103 GRID ID: 





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DATE: Jd^S (°- 6 ") H 4 / ^ ( ' 8 - 24 ^ 



Sample Time: 



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(18-24") 



Sample ID: _ 



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AREA: 5" 



PROJECT NAME: MMR 
SAMPLER(S): 3~ D 
REMARKS: 



PROJECT NUMBER: 31300-0103 
DATE: (0-6") 



GRID ID: 



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.(18-24") 



Sample Time: 


(0-6") Sample ID: 

(18-24-) B^srsA 


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PROJECT NAME 
SAMPLER(S): 

REMARKS: 


: mmr PROJECT NUMBER: 
tb 4-f-t. DATE: U"LO 


313000103 


GRID ID: 
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( 1 8-24") 






























Sample Time: 


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PROJIiCTNAME: MMK 


PROJECT NUMBER: H3oooi<v3 GRID ID: ®5~Q 


SAMPLIIR(S): J^^/J^H. . 


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REMARKS: 









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PROJECT NAME: MMR 
SAMPLER(S): ^"^-V 

REMARKS: < f^P > L^v-T 


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PROJECT NUMBER: 
DATE: U~1c 


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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: (DLk 

SAMPLER(S): ^D U,, r. DATE: loj^H^l (0-6") (18-24") 

REMARKS: £ i P &Ack6f>ouA/D o.Qpcto' 



Sample Time: 071/9 (0-6") Sample ID: 2(7)L A A A 

(18-24") 


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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: & ft 

SAMPLERS): FB /ZTb DATE: (0-6") /^ J^ ?8 (18-24") 

REMARKS: 



Sample Time: 


/CJ.O 


(0-6") Sample ID: 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: PCS 

' SAMPLERS: T. DwYft .?. cPcl,;* , DATE: \±2±ll2. (0-6") ( 1 8-24") 

REMARKS: ^;;? B AckA nomv o<o pjom. 



Sample Time: 0%ld (0-6") Sample ID: RnCftJA 

(18-24") 


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PROJECTNAME: MMR PROJECT NUMBER:, 31300-0103 GRID ID: 6 B 
SAMPLER(S): F£/3~b DATE: J^J^ff (0-6") LH^Tg (18-24") 



REMARKS: 



Sample Time: 


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(0-6") Sample ID: 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 06 C 



SAMPLER(S): ^Sa D , 3fgff 6 DATE: Ifllinhl (0-6") (18-24") 

REMARKS: /^.*£p VacYymvdl \^fp^ f HfX^^atf rrcA,^% art /f**i grfco^ ^aJ^ogtodst 



Sample Time: CHIP (0-6") Sample ID: BQ6CAA (0-6:) 

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Hand Auger Log 



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PROJECT NAME: MMR PROJECT NUMBER: 3 1 300-01 03 GRID ID: 0& ^~ 
SAMPLER(S): F£_ /Kb DATE: (0-6") (3 ZX^ gf (ig-24") 



REMARKS: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: C P 

SAMPLER(S): T. p^yfg ^.^>7^. DATE: ig-^H-9 7 (0-6") 

REMARKS: (£ t P #4 C r-C/Z ojanO P'Ofp/"- 



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Hand Auger Log 



AREA: 



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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: ° & & 

SAMPLER(S): f£/Sb DATE: (0-6") 

REMARKS: 



(18-24") 



Sample Time:. 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 
SAMPLER(S):T\_f> Xerr«r DATE: lohnhl (0-6") 
REMARKS: 


04 e 


(18-24") 






Sample Time: 1)10 (0-6") Sample ID: 20C£AA 

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AREA: 



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PROJECT NAME: MMR 
SAMPLERfS): I^B/'Sb 

REMARKS: 



PROJECT NUMBER: 31300-0103 
DATE: (0-6") 



GRID ID: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 7/4 
SAMPLERfSVr DbYEK.J.c'Mh'fi DATE: / - 9? - 7 7 (0-6") 


( 1 8-24") 


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REMARKS: FiD 8 /IcKCroi, fisD e-oppM- 







Sample Time: otiS tec's else An use (0-6") Sample ID: /? oy ./?/? /] 

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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: °7/l 
SAMPLER(S): ffc/'Kh DATE: (0-6") ^£llLl_ (18-24") 



REMARKS: 



Sample Time: 


0*3 


(0-6") Sample ID: 

(18-24") 30 7434 


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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): T. nw^fi. "J.ciMii* DATE: /6~3l 
REMARKS: /= \ PACh Cftou mO o.Optsf. 


313000103 GRIE 

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Sample Time: 


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ID: Ba 7 

is: £ /7 


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AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERS): F^pf/Kb DATE: 

REMARKS: 


31300-0103 

(0-6") 


GRID ID: °7 8 
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Sample Time: 


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(0-6") Sample ID: 

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PROJECT NAME: 
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REMARKS: F i 9 


MMR 


PROJECT NUMBER: 313000103 
C DATE: ffl/a*/?7 ( 


GRID ID: 07C 
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Sample Time: 


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Hand Auger Log 



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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): F& Jffj Kb DATE: 
REMARKS: 


31300-0103 

(0-6") 


GRID ID: 


07C 

(18-24") 









Sample Time: 


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(0-6") Sample ID: 

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Hand Auger Log 



AREA: 



7 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: ®7D 

SAMPLER(S): CfC/ 77) DATE: /0'?3'f 7 (0-6") (18-24") 

REMARKS : f'b B^cK^o a^Jl 



Sample Time: 


//2S~ 


(0-6") Sample ID: BO 7dflfl 

(18-24") 


(0-6") 
(18-24") 




VOC grab sample was collected from boring: / 





/o 



feet 



/0 feet 



Ofeet 



NORTH 



*S 



HS 



V-tpp 



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Soil Description QrC^y X 

SAVD 



@ hs 3- f ff>* 

Soil Description <2)^^(1 

as l 



Soil Description Cty ^ 1 ^ - 

as I 



VI 



Soil Description ~>±' y i C 

4S I 



Soil Description 



Soil Description S^^ -7 ^ 



(g) hs_2^ /7^ 

Soil Description SornC 

4i I 



Soil Description -> ci ^ t ^ 

Oil 



Soil Description So.nC 

aS / 



feet 



/<? 



feet 



/0 



feet 



HS=Hcadspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



7 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 



07b 



SAMPLER(S): FB /Sfjkb DATE:. 



(0-6") A<2?-/^ (18-24") 



REMARKS: 



Sample Time: 


£>?V5~ 


(0-6") Sample ID: 

(18-24") Bo7bnA 

VOC grab sample was collected from boring: -* 


(0-6") 
(18-24") 



/o 



feet 



Ofeet 



NORTH 



t 



If) HS_ 



0.0 



Soil Description j^/jyt^ ^. 



HS Pig 

Soil Description O^^d 
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o-o 



11) HS. 

Soil Description J^^^- 

as / 



/£feet (@) HS g g 

Soil Description 

as / 



Sa/^7C 



hs g: ° 

Soil Description ^'H ^- 



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O-O 



Soil Description. 

as / 



S&^c 



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0-tf 



Soil Description 

ail 



S&. n £ 



Soil Description ^ 



*§I HS . 



0-o> 



Soil Description 

QS / 



Sg^z 



feet 



/O 



feet 



/c 



feet 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: ©7 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: (DIE 
SAMPLERfS): TT~ D , Z^C DATE: lo/llfrl (0-6") 



.(18-24") 



REMARKS: £ { p f> A <fzCn*U // fl S^XjJ^L Puf/JCf Sj/vS/f Coi/fcreo 



Sample Time: 


W&A1I (0-6") Sample ID: B07£*A „.J &07EV4JXO-6:) 

(18-24") (18-24") 


VOC erab sample was collected from borimz: ^WA 



JO feet 



Q HS 5,C'^ /'| HS SJp f./* 



(j\ HS jh£» pjri 



Soil Description: '[' filer */]ffl 
[b gov ? > , / T S e/si .j 



Soil Description: '-"' V <Y- ^ A »l/V Soil Description: $ ■'} .~i f A- 



T /? -1 ( l c- f-^5 A [J ? 



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Soil Description: •$ AftJAS 



Soil Description: 5 A /[/ £ 

AS .1 



Soil Description: .5 J/^/" >4. T 

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HsJLS.fiptf 

Soil Descnption: s - ^ C- 

/< 3-. 



@ HS_5J^ © ***d/"* 



Soil Description: $AP( A f ? 



Soil Description: A.tij 

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dO. fee 



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HS=Headspace PPM (0-6") 




Hand Auger Log 



ARliA: 



Qrj 



PROJECT NAM!-: MMK 
REMARKS: Cduj^c." 


PROJECT NUMBER. 51 
DATE: 

cbft.T^oe 


3000103 

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GRID ID: b 




0-6"") \-t&^ 


_( IS-24^) 














Sample Tim< 




(0-6") San 

Z.lj 18-24") 

rab sample was collected from 


iplcID: 
boring: 




.(0-6:) 

(18-24") 


o<\^sr 


-S 


VOC l 



/£_fcci HS^jP us <r>. Q © HS --^-0 

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feet (V) 



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Soil Dcscriplion:_V_QW/5L-H-l^ Soil Description lOVP-^b^. Soil l>^ripiion:l,____/jy£f £ 

S>2^o_^»^. 5_.2^0c_^to> .... B^r^o^^ovN 

S^_^_Svv<XM?^0^ Wtvjb^lt-JCM-^K-^ ^nJ^DICc^Sn^ 



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Soil Descriplion T.. < SN5[^> Soil Description \_.O.V/.j£/-t l3 Soil Descriplion: N-J/ (\ 



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ID 



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US-HeaclspacePPM(0-6") 



OGDEN 



Hand Auger Log 



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AREA:^ 



PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: 0% A 
SAMPLER(S):-T7^n -Tr^C DATE: lofah? (0-6") 

REMARKS: fTD LcU/^0-O Pr . 


(18-24") 


r_ -"i j I j 




Sample Time: /3ST (0-6") Sample ID: QfiVAAA 

(18-24") 


(0-6:) 
(18-24") 


VOC «rab sample was collected from boring: tr cK 



7(9 feet 

A 



Soil Dcscnption: £j[jgjjia3 



Soil Description: 5^«wf fli /. Soil Description- £g*,e a , f / « 



/0_feet © HSA37//T © HsQ.g/y^ © HS 0-° /W 

Soil Description: ^q^.^, q^ |. Soil Description: Sa^^ qj /. Soil Description «StMg <*3 L* 



Soil Dcscnption: jjjgi* ^j /. Soil Description jS^Bug <tf/- Soil Description. £j|ta* ^f / 



feet 



* "70 fee, 



> -X 



ID. 



feet 



NORTH 



V 



HS=Hcadspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



OZ 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 

FE /SF DATE: (0-6") IZ^lllKl 18-24") 



SAMPLER(S): 
REMARKS: 



Sample Time: 


/<£ OO 


(0-6") Sample ID: 

(18-24") /3 o$ /1 8 /I 

VOC grab sample was collected from boring: ' 


(0-6") 
(18-24") 



fO 



feet 



Ofeet 



NORTH 



t 



TO HS 



o.o 



Soil Description ^rccj^s k 



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Soil Description 

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S<2*^iC 



if>s7i«'j H S 



O.o 



Soil Description gg ^ g 

as / 



feet 



Soil Description ->C"*iJ~ 



Q, O 



(§) HS. 
Soil Description <-^ ^t- 
^^ / 



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Soil Description 

#5 / 



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Soil Description ^>Qy*i.<Z _ 



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Soil Description 



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HS=Hcadspace PPM (0-6") 



OBOE! 



Hand Auger Log 



ss m 



AREA: Q)<g 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 086 
SAMPLER(S): TTuD. 3V/yC DATE: \ojtthl (0-6") 

REMARKS: /^Tft L^atMei cM#g 



.(18-24") 



Sample Time: 


/0/5" (0-6") Sample ID: 
(18-24") 


#•7 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: 



|(9 feet 



HS_0^_JfM 
Soil Description: Si Iff 



HS 0.0 /> />,*? 
Soil Dcscnption: ^»y> qy /. 



(7) HS Q.^p pA* 



Soil Dcscnption- ^pt^^cri / . 



med.Vnq .sad u//»U -fc^s 



ft4,-<i-BU*, ^j£a 



JD_ rcct hs /./ ^ nsjyOupf/n **Q&-ffrt 

Soil Description: Sc^g as /. Soil Description- £*~*e aj / . Soil Description- 5d<we gf /. 



Ofee, HS 3/1 /.,.*. H S _L^ p .*! ™&Xj f> *) 

Soil Description: Sftgg fti b Soil Description: SomOkAi I. Soil Description: S»**< <tt *. 



feet 



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&££;:---:SHV\ 5 si '.-s 



I land Auger Log j 



AUi-A: 



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■PROJECT NAME:. MMll . 

•jSAMPLER(S); f. Ex r^LJ 
REMARKS: f. £rr<d^ . ^fAU^jSD 



I'ROJliCT NUMBER: JI3(XX)IUJ (iKIDII): /^ 

DATE: ._. (0-ft"j /-Jo- 7? JI8-2-T) 



"'.'V' i-:'^H 



t •■ ... 





Sample 


Time: 






(0-6") 


Sam 

I'nmi 1 


pie II): 

loiiiig 


s»s*s£#4" 


__(0-6.) 
( 18-24") 




//cV2> 




(18-24") 

ib sample was collected 


voc 


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Soil Description: 



/^ rcct j is Q.7> 



Soil Description: 



Ofeet Q US Q» d 



Soil Dcscripliou: 



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Hand Auger Log 



AREA: O % 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: % C 

SAMPLER(S): r. wV eft, j- c if en iff I DATE: /Q-9^-97 (0-6") 

REMARKS: F i l3/><K 6RomD o-0 r> p m ■ 



_( 18-24") 



Sample Time: 


U 55 (0-6") Sample ID: SO^t^A 
(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: -L- 





feet 



10 feet 



Ofeet 



NORTH 



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Soil Description: 5" /' / /"V 
5" A N 0, 7 C Act fiȣ9 
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Soil Description: S Aj* i 45 
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Soil Description: S/\/"Z fiS Soil Description: S A_ {* t AS 



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Soil Description: $/)/*£ 45 Soil Description: s /) /" £ /?3" 



2. 



1 







HS c 'O pf ),*si 



8) HS 6 ? - GjULM 



Soil Description: Sj4_£i£ /\ 5" Soil Description: ^/^ £ 



Q HS Q.oppri 

Soil Description: 5"./? ^ ^ 
/? 5- /■ 



feet 



10 feet 



# feet 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: f 



PROJECT NAME: MMR PROJECT NUMBER: 3 1300-01 03 

SAMPLER(S): FE/JFjKb DATE: (0-6") 

REMARKS: 



GRID ID: 



OfrC 



/-30-?(f (18-24") 



J 



Sample Time: 


/Oc/O 


(0-6") Sample ID: 

(18-24") SofrCS/? 

VOC grab sample was collected from boring: ^ -* 


(0-6") 
(18-24") 



/o 



feet mW HS 



10 



NORTH 



i 



0-0 



Soil Description Vj*j[_ 



l/e 



%& HS. 



o.o 






Soil Description 



Da^K 



^ HS. 



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rcujW. 



Soil Description ^Q^C 



0°YR %) //*•€ S/IHO 



feet (@ HS. 



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Soil Description 



Samd 



Soil Description. 

as % 



S^wt 



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Soil Description 

as X 



S^mC 



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Soil Description ^ G ^ 

as 2 



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as 2s 



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Soil Description 
65 ^ 



S^^^ 



feet 



* /C? 



feet 



* /o 



feet 



HS=Hcadspace PPM (0-6") 



OGDEN 



Hand Auger Log 



**3 W\ S ; : 



AREA: 0tf£> 



PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: Qt D 
SAMPLER(S): f^ D r :W y C DATE: ioj^^? (0-6") 


(18-24") 


REMARKS: £T& k»Ur<v*<! 04 #~ 


' 




Sample Time: l/^O (0-6") Sample ID: $0%bAA 

(18-24") 

VOC grab sample was collected from boring: ^fT" & 


(0-6:) 
(18-24") 



'JO feet 



Qhs U^ © HSQ.0 fry. © HSO0^y M 



Soil Dcscnplion: /feo(i'i 



v~\ 



Soil Description: ,>4«^ qJ L Soil Description- 5oae a^- 



P4/I: r*JU'tU gray / flfrVi 



J£L feet HSjJpffi 



HS Q.tfpSI ™>£LQ-pf*7 



Soil Description: .Sqi? gj /. Soil Description $<*■»£ m /. Soil Description Scu*^ <q I. 



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Soil Description: Same, qi I. Soil Description: £q«.< gj /. Soil Description: £a*e OS I. 



feet 



']£L fcci 



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HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): ^ ^ /J F/ Hb DATE: 

REMARKS: 


31300-0103 

(0-6") 


GRID ID: O $ u 
/-30-fS' (18-24") 









Sample Time: 


(0-6") Sample ID: 
09S&- (18-24") OO^HQ/I 

VOC grab sample was collected from boring: 


(0-6") 
(18-24") 



/o 



feet 



/o 



feet 



feet 



NORTH 



t 



HS_0_? 

Soil Description O'^C 



W4 hs. 



O-O 



Soil Description 



Blwk 



m hs. 



o- o 



Soil Description QQ>^C 



3 ray (fy q&) bUcU (55 3.5/,) Q<> / 



fi»c SAUO 



(g) hs 0° 

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Soil Description C> Cl '* tC 

as 2 



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O O 



Soil Description. 



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[£&&} ri o 



0-0 



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<?5 3 



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feet 



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feet 



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feet 



HS=Hcadspace PPM (0-6") 



gJUVEN 



S3 Wl E 



TA T-2 



Hand Auger Log 



AREA: % 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 6 ?E 




SAMPLER(S): 7- 9M£fi,3. ciPoHin) DATE: J0~ ?3- f 7 (0-6") 


(18-24") 


REMARKS: FiP BAtKGrctwP 6,0**^. QiiPlicJtS f4*?P/£ r/}k£/>. 




i / 





Sample Time: 


12 H^ (0-6") Sample ID: B 9 £ AMmmq 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: -# ^ 



*-l0 feet (T) HS til ?/* © HS 1^^ HS ° ' '' //^ 



Ofeet 



NORTH 



*\ 



Soil Description: /? g D V \ S )j 
8i/fCK tlLL tlLU SqmC 



Soil Description: 5_A£UL d^ 
1. 



Soil Descnpiion: S /i /*> '£_ 4S 
1. 



{ A -\0 feet (7) HS 4 ■ 6 



Soil Descnpdon: 5 ,4 /1 g /; 5* 
2, 



Soil Description: 5 a /* £ >?5" Soil Description: $ 4 ri £ AS 

4. rf. 







HS 0'0 



^ 



HS 1,7^ HS ^1^^ 



Soil Description: ft r<?ti/ /v 

£/ /7 ^-/'ta/ .sv^f 

7 



Soil Description: 5/1/sl£ A 5" 
4. 



Soil Description: J" /?/w f /?-7 ~ 



feet 



' <? feet 



74 fc 



ct 



HS=Headspace PPM (0-6") 



OGDEN 



Hand Auger Log 



AREA: O? 



3. 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 

SAMPLERS): ^£/^fJ]Q DATE: (0-6") 

REMARKS ; Co//cchcl j)vo//c4rc 



GRID ID: °$ £ 



/'30-f? (18-24") 





Sample Time: 


OfZO 


(0-6") Sample ID: 

(18-24") Sos-es/i 


(0-6") 
(18-24") 


VOC grab sample was collected from boring: ~> 





/o 



feet 



/o 



Ofeet 



NORTH 



* 



HS 



0-0 



HS 



O.O 



Soil Description O ' 1 1/ C- 

$r*/ (>/ V/j.) tim 



Soil Description 






g)HS 0° 

Soil Description Q^/yn 



G3 % 



feet (?4^) HS. 



0-0 



S< 



Soil Description, «- 
(25 / 



a-# 



@J) HS . 

Soil Description bs/*i£ 

C5 X 



Soil Description Q Cc ' / * 1 ^ 

a<> 2 



OO 



*§§) HS - 

Soil Description So^d 
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Soil Description Q Q/<V7 ^ 

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m) HS . 



0,(9 



Soil Description 
25 / 



q/^i<f. 



feet 



/o 



feet 



/0 



feet 



HS=Hcadspace PPM (0-6") 



UUUtN 

a s a a a 



Hand Auger Log 



AREA: <7 



PROJECT NAME: MMR 
SAMPLERfS): rP ; 3~ P 

REMARKS: 



PROJECT NUMBER: 313000103 GRID ID: 074 

DATE: ijUojr? (0-6") _( 18-24") 



Sample Time: \H'iS\J0Ci s ft 10 At I (0-6") Sample ID: gfl7/UA «~/ 9OfAA[> (0-6:) 

( 1 8-24") ( 1 8-24") 



VOC grab sample was collected from boring: irl 



\0_ feet @ HS [4, 



LD 



Soil Description: firnu^ 



feet Q HS Q.6 



Soil DescriDdon: 



^*a^g qj /. 



Ofeet Q KS Q.Q 



Soil Description^ 



•^af^g q? (■ 



© HS 0.0 



Soii Descripnon: 



•S"a*i<» aj /. 



© HSJJ 



Soii Descricaon: 



£gric. as I. 



D HS Q.O 

Soil Descrimion: 



jjsg* q . i A 



Soil 


Descricaon: 




S<m<? at !. 


© 


HSJ}.0 


Soil 


De5crrpncn: 




5uj»*,^ Q^/. 



© 



HS 



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Soil Description^ 



^QA*T(f <3J~ L 



NORTH 



V 



feet 



[0 f K 



/0 feet 



HS=Headspace PPM (0-6"') 



nnuin 



a ; :;b 



£9 H 



Hand Auger Log 



AREA: c ? 



PROJECT NAME: 
SAMPLER(S): ?.' 

REMARKS: F< 


MMR 
c i psi ' i in I 


PROJECT NUMBER: 
DATE: 

HMD (/. C 0/? /-I , 


313000103 
(0- 


GR1DID: 

6") I/-K- 





9/f 




9 ? 


* 


(18-24") 







Sample Time: 


(0-6") Sample ID: (0-6:) 
c<<-?l (18-24") n* 9J0j/0°f/l5£>(lS-24 n ) 


/ 
VOC grab sample was collected from boring: # / 



' v /? feet (l) HS q 1 ±£g /* 



Soil Description: * £U iv \ f> ) 1 
(br o hJAJ 6ijT t 10 fjf 



© HS CO*,* © HS_^^/^ 



Soil Descnption: ^ Z 3 /^ t 
A 4 d< 



Soil Description: 6 .4/*£ 
A C d< 



Zl ° feet © HS , O f/A 

Soil Description: $ /) p /-fr £ 

4JJL 



© HS ; g ^ /y © HS °t>f1/ "> 



Soil Descnption :5_£j4_§_Jl£_ 



Soil Descnption: ■£ /l/^tf 
4 $ 3 • 



Ofeet 



© HS2^ 



Soil Description: $ ,/3/V f 
AC J- 



© HS ttO& M © HS -^A^^ 



Soil Description: ^, S! fl £ 
AS 1 



Soil Description: 'S A/~i£ 

A* 1 , 



feet 



10 feet 



»I0 f cc t 



NORTH 



4 



HS=Headspace PPM (0-6") 



UlilltN 



& 3 



E S3 



Hand Auger Log 



AREA: ^ 




PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: (fi^B 

SAMPLERfS): TD , TD DATE: c ?//&/<n (0-6") _( 18-24") 

REMARKS: 



Sample Time: VoCt /no, All ICO? (0-6") Sample ID: 8 ®°l 'BAA 

(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from borina: #■ J. 





-tt. 


fee 

fee 

i 

ee: 


t 0hsQ.O 

Soil Description: /-»'*** firown 
organ tc y trace /*<#,'<*., 

t HSO.1 
Soil Description: 


© BS.U 

Soil Description: 


Q hsQ.? 

Soil Descriction: 

•To**? flf /• 


[0 

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© HsO.i 
Soil DescriptioQ: 


Hsa/ 

Soil Descrrpcon: 


Ca*t* ^r /. 








HS(?.C? 

Soil Description: 


HS 0. } 

Soil DescriDtion: 


Q HsdS" 

Soil Description: 




<^/*7f *?-f A 


^vt, e <2j I. 






* 


w 




5 
W 




NORTH 


feet 


/0 feet 


10 feet 

HS^Headspace PPM (0-6") 




\ 







UlillfcN 



Hand Auger Log 



AREA: 



/•,r>Vv-; 



L 



■PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLER(S): £ ffi*i-!/, L DATE: 

REMARKS: fit) B/lfkCRciinn o.o »aAi < 


313000103 GRID ID: 
(0-6") /,-/y 


10 


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PROJECT NAME: MMR 
SAMPLERS): TO , TO 
REMARKS: 



PROJECT NUMBER: 313000103 GRID ID: 0^C 
_ DATE: 9/k/?7 



.(0-6") 



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PROJECT NAME: MMR 


PROJECT NUMBER: 313000103 GRID ID: (D^D 


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PROJECT NAME: MMR PROJECT NUMBER: 
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REMARKS: f- i P tAcnCponvp 0,0 pss* 


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PROJECT NAME: MMR 


PROJECT NUMBER: 313000103 GRID ID: 


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SAMPLER(S): T0,X~O 


DATE: W/c/97 (0-6") 


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REMARKS: 











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PROJECT NAME: MMR. . PROJECT NUMBER: 3-13000103 GRID ID: 6 / £ 

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PROJECT NAME: MMR PROJECT NUMBER: 3I30OO103 GRIDE): IQA 

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PROJECT NAME: 
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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 10 Q 

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REMARKS : flOlxA ^^J QXLf&a ■ 



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PROJECT NAME: MMR 
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DATE: qfrtfal (0-6") .(18-24") 



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PROJECT NAME: MMR 
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DATE: f/l7/97 (0-6") (18-24") 



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PROJECT NAME: MMR : PROJECT NUMBER: 313000103 GRID ID: 10 € 
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REMARKS: 



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PROJECT NAME: MMR 
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PROJECT NUMBER: 313000103 GRID ID: J £ 
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Soil Descnpuon: £/?/*£ 



Soil Description: S/[S4_£_ 

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Soil Description: 5 /ir* v 

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10 feet 



u lQ feet 



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HS=Headspace PPM (0-6") 



OGDEN 

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Hand Auger Log 



AREA: // 



PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: )\A 
SAMPLER(S): t- DWfM J- ijflHJ£L DATE: 10-27-97 (0-6") 



.(18-24") 



REMARKS: JF'P 5 A j K CfiouA/n o.offt/o. 



Sample Time: 


12 6 (0-6") Sample ID: ftil./M./l 
(18-24") 


(0-6:) 
(18-24") 


VOC ^rab sample was collected from boring: W 5 





ZJ1_ feet O HS O." fP * © MS *•**? * © "*-££#>** 



Soil Description: 4rK fird Wft<$>l Soil Description $4/*£ 



Soil Description: ?<4a1£ 



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Soil Description: $_/j£2JL 

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Soil Dcscriplion: 5 /?/•?£" 
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Soil Description S S/n £ 



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Soil Description: S/J/Wf 

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Soil Description: $ /f A> E 
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Soil Dcscriplion: 5 A /i £ 
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■i0 fee. 



16 



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I!S-UeadspncePI'M(0-6") 



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AKI-A: 



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PROJECT NAME:. MMR 

SAMI 

REMARK 



IECTNAME:. MMR * 
PLER(S):£j£^tflki 



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PROJIiCT NUMBL'R: J13000103 GRID ID: 

DATIi: _ . .(0-6") _«l_jk5t_. 1(18-24") 

Q*K> 



Sample Time: 



^2gl^. 



( 0-6") 
(18-24") 



Sample ID: 



. T*>//.AS-A- 



(0-6:) 

_ ( 1 8-24") 



VOC grab sample was collected fk)m boring: ^> 



infect Q)HSjtO_ Q HS.,«C?_ « ,J U?.--<2_ 

Soil Description.^ Lf|L/e?_ Soil Description: .i^L^SL/S .'. Soil Description: /p /KjTfc 

"5ft>cco tb*±5feaLf^— -4Vx. $*+d~'S* 



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Hand Auger Log 



AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 3 13000103 GRID ID: 
SAMPLER! S): J. owYCfi.7. cipt/iiy) DATE: jo -37-17 (0-6") 


\) 6 






(18-24") 


REMARKS: f)v 8ACK6Roi*//0 b.Oeasi' 


/ / 





Sample Time: 


6<?S? (0-6") Sample ID: riiADA 

(18-24") 

VOC >>rab sample was collected from boring: # S 


(0-6:) 
(18-24") 



^ 10 Feet U) HS g 0p y> IIS u-Opp #i Q) 



US 0.0 pf /4 



Soil Description: P rf f2 K 



Soil Description: £_^A^£ 



Soil Description: Y e IH i- v i* M 



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Soil Description: $ /) Al £ 

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Soil Description: ^ /if* S 
A 6 d - 



Soil Description: / /? A? /" 
A $ 4 > 



feet Q HS 6>0 pp M 

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Soil Description: _S_^j±f__^_5 Soil Description: $/l/<^£. Soil Description: 5/?/^" 



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IS-tleadspacePI'M (0-6") 



OGDEN 



Hand Auger Log 



AREA: 



// 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID :_ 
SAMPLER(S): FEJSF/Kb DATE: 

REMARKS: 



.(0-6") /'30"9S' ( 1 8-24") 



Sample Time: 


/33> 


(0-6") Sample ID: 

(18-24") &//33/1 


(0-6") 
(18-24") 


VOC grab sample was collected from boring: *-* 





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OGDEN 

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Hand Auger Log 



AREA: // 



PROJECT NAME: MMR PROJECT NUMBER: 3 13000103 GRID ID: 
SAMPLERfS): t- Dk,Ye$T,cif *//;*) DATE: (0-37-4 7 (0-6") 
REMARKS: P//? 0ACH CtottvO 0><O/Vt7S7' 


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■■ ■ ■ > 
(18-24") 


/ / 




Sample Time: / <? J <? (0-6") Sample ID: 6 If A C/t 

(18-24") 




(0-6:) 
(18-24") 


VOC ^rab sample was collected from boring: & £ 





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Soil Description: f) A fi K 

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Soil Description: $ .A M € 

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Soil Description: '£ .A /-I £ 



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Soil Description: $ A A> k 

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Soil Description: 7 ,4 At £ 

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Soil Description: 5 A W ( 



Soil Description: 5 4 /i £ 



Soil Description: ^ A/1 £ 

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ARI-A: 



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PROJECT NAME: MMR / PROJECT NUMI3ER: 313000103 GRID ID: <T -V "fc ^ft, 

SAMPLER(S): (T E^ fot/Lc/ DATE: (0-6") /"3^'^^_( 18-24") 

REMARKS: J_ L &JfiaJj [/ , fl /g L^TQ Co.<UuC^^^ a ^l^>o>f>-L,tCA-5^ 



Sample Time: 



^l^S 



J0-6") 
(18-24") 



Sample ID: 



JS//^5 



(0-6:) 
( 1 8-24") 



VOC grab sample was collected ffcuin boring: ^^ 



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© HS <£>. C? 

Soil Description: l&yS- l b 

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Soil Description 

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Sml Description: 

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Soil Description: 







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OGDEN 

■83 B S3 23 K 



Hand Auger Log 



AREA: // 



PROJECTNAME: MMR PROJECT NUMBER: 313000103 GRID ID: 
SAMPLERCS): Z.OPjW^, r, Dwvet DATE: / f-7 7- ?7 (0-6") 


//£> 


(18-24") 


REMARKS: £)P fijcr-t&owO coppM. 






Sample Time: / J? 5" 5 (0-6") Sample ID: Q \\AOA 

(18-24") 

VOC grab sample was collected from boring: # 




(0-6:) 
(18-24") 



tlj rcct m o.o pe rt © us 0.0?* * "S-££^> 



Soil Description: P .4 T K 



Soil Description: 5 /} SI £ 

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Soil Description: £ J V* 7 f 
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Soil Description: 5 /? A/ if 
4 i 1. 



Soil Description: 5 /?si £ 



Soil Description: i>£Sl£ 

AS d. 



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Soil Description: $ /) fl t ,1f Soil Description: S 4 S' £ Soil Description: 5 d Si £ 



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.PROJECT NAME: mmr a l'ROJI iCT NUMBER: .uxhxuoj CKIDII). __W-)_ 

■SAMPLER(S): ^.f^ t^Li' _ DATE: (0-0") ^ -A_'5S (KS-24 1 ') 

■'REMARKS: ^^efCnj\ ) kL_yJl^ r ; 



<rX> 






l^.;- Sample Time: 



^?Y-5~ 



(0-6") 
( 1-8-24") 



Sample ID: 



"a/JS^ff. 



_(0-6:) 

_ ( 1 8-24") 



VOC grab sample w;is collected 4'K>m boring: 



fjd feet 



(T) MS d.o 

Soil Description /iS-t^-V/^ 



Soil Description: jES"^ /> 



ftfgfcaKJLJJLi jSagf 3> tLnJo'Aj _sWS^Jl 



(7) us o.o. 

Soil Description: 'XSji.J'^ 



is £?. O 



JUL** i\sJ2jJ? ns_^£? ,w *""- 

Soil Description: / *> \Q^\'2 Soil Description 7»S~/1^- /> Soil Description: A^lfej/S 



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Soil Description- JL$3L .?> Soil Description: ~).S Y(Z $g N.-il Dcsnipi T-^T/^-^fe* 



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^ 



OGDEN 



fl H B 9 



Hand Auger Log 



AREA: // 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: ]} £ 

SAMPLER(S): tpwrf^ T ciMnyl DATE: ft-??-?/ 



(0-6") 



.( 18-24") 



REMARKS: t \ q pAtkCPowD t'OgaM- QJ±£±l£4-ZJL sjs^/?/J~ 7V /-r/^. 



Sample Time: 


my 


(0-6") Sample ID: gi/4 */)/$!/ A £ P 
(18-24") 


(0-6:) 
(18-24") 


VOC grab sample was collected from boring: 'tt y 





u 9 feet 







Soil Description: Q_ A R K 
fit-JWA/ £—!-£-*■ $/InN 



HS 0-6 ff S? 

Soil Description: 5 /J M £ /)S 
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Soil Description: £ rf/sJi' 



Soil Description: >_rf_/2J£- 
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Soil Description: ?/}/)£ 4? Soil Description: $ /1A^£ 



Soil Description: 5d/*7f 



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A-£.-£^ 



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fesXMPLER(S): K £sq,j ,' L/ 



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■■■.■<-■ -ir;--' 
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Hand Auger Log 



AKI'A: 



^PROJECT NAM E; MMR 



PROJECT NUMBER: 313000103 GRID ID: Y- 

DATE: ...(0-6") J-.ir.5M (18-24") 

&EMARKS: 7. FnteJi tLJkcb*.iZ? 



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^-'Sample Time: 

£.+•:-■■<: . ■:' .■- 

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Sample ID: 



fi7/£~a~£ 



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f .: 



VOC grab sample was collected 4*.>h> I'oiing. 



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Soil Dcscriplion: ./<P_ lt^-/% 

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Soil Description: yp |'(^ , 73 .Soil Description: /Ol[^/S 

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Soil Description:^ L..f)2.v3 Soil Description:. /# ffcrf^ Soil Description: /Oft^.'Vs 

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£9 B EI S3 



Hand Auger Log 



AREA; \2, 



PROJECT NAME: MMR PROJECT NUMBER: 3 13000103 GRID ID: K 


SAMPLER(S): \Ck-A- P 6 DATE: .. Ul& -**.<& (0-6") 
REMARKS: "K^-^o I 


( ] 8-24^) 










Sample Time: W3>0 (0-6") Sample ID: KlVAA*^ 

(18-24") 


J 0-6:) 
(18-24") 


VOC grab sample was collected from boring: ^^ 



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Hand Auger Log 



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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 1 2 ft 

SAMPLER(S): P)P/CTb DATE: (0-6") 3/zS/?? Q8-24") 

REMARKS: 



Sample Time: 


(0-6") Sample ID: 

(18-24") &/3 ABA 


(0-6") 
(18-24") 


VOC grab sample was collected from boring: /^- > 





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Hand Auger Log 



AREA: 



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PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: /3 B 
SAMPLER(S): Kb/FE/SF DATE: ^lll. (0-6") (18-24") 



REMARKS: 



Sample Time: 


O^VJT (0-6") Sample ID: S/^BAfi 
(18-24") 

VOC grab sample was collected from boring: *-^ 


(0-6") 
(18-24") 



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Hand Auger Log 



AREA: /2 



PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: («B 

RP/^b DATE: (0-^ 3'7^9? 



SAMPLER(S) 
REMARKS: 



.(0-6") 



.(18-24") 



Sample Time:. 



_(0-6") 
.(18-24") 



Sample ID:. 



.(0-6") 



VOC grab sample was collected from boring: 



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Hand Auger Log 



AREA: flgy 1 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 

SAMPLER(S): /V^ £^Ail DATE: l-H-i? (0-6") 

REMARKS: K. IhAiim ~t ■ Fzn**h' 



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.(18-24") 



Sample Time: 


o$6k> ' (o_6") Sample ID: J ffe 
(18-24") 


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(18-24") 




VOC urab sample was collected from boring: ^ 







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Hand Auger Log 



AREA: /% 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: /<? C 

SAMPLERS): R P 7 J" £> DATE: (0-6") 3/zf/f# (18-24") 

REMARKS ; /I ^gC Sa^O/c UJas: Co[/ecM^_ fro**. f>Oi«.¥ / 



Sample Time: 


(0-6") Sample ID: 
/3Z)G (18-24") g/3c8/l 

VOC grab sample was collected from boring: ' 


(0-6") 
(18-24") 





/o 



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Hand Auger Log 



AREA: 



17 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 


/? P 


SAMPLERS: j. t\fnit\ DATE: Ihl3-f7 (0-6") 

REMARKS: F iP flpckCre*?D o,0»p*> 


(18-24") 


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Sample Time: 


If, 6 (0-6") Sample ID: Bi^P/7/J 
(18-24") 

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Hand Auger Log I area: 17 I 

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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: ) 2. L> 

SAMPLER(S): ^fs/l/V^ DATE: fWA ( 0-6") V/<B> ~ ^B ( 18-24-) 

REMARKS: • ... 



Sample Time: (0-6") Sample ID: (0-6:) 

OSW5 ( 1 8-24") 5lZ/jfe;A ( 1 8-24") 



VOC grab sample was collected from boring: 



Soil Description: loj^ Y^ Soil Description: \C^\l' 1 / ! 7 Soil Description: |0 /N Y/ 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 
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REMARKS: p;o 6/ick GecuvO o<opp/t 


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(18-24") 


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Sample Time: >S1S (0-6") Sample ID: 8/J£JA 

(18-24") 




(0-6:) 
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ffl jpi 



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AREA: /£ 



PROJECT NAME: MMIV 
SAMPLER(S): 3 & / tfft 


PROJECT NUMBER: 
DATE: 


313000103 GRID ID: /2 S 

(0-6") d-tZ'?? (18-24") 


- j- 

REMARKS: 














Sample Time: (0-6") Sample ID: 

"Sl9.f3P.'.Z.. ". '".(18-24") 

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AREA: 



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PROJECT NAME: MMR . f. PROJECT NUMBER: 3 13000 I0J GRID ID: 
SAMPLER(S): f .£<*^U) DATE: \~bl~*i% (0-6") 

REMARKS: "J. kffflJU H . iWU/IY} 


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( 1 8-24") 






Sample Time: V"^>^"^ (0-6") Sample ID: J£D_fA«A 

(18-24"') 


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PROJECT NAME: MMR 
SAMPLER(S): LOG 
REMARKS: 


PROJECT NUMBER: 
DATE: 


31300-0103 

(0-6") 


GRID ID: IZ-r- 




V-/V-78 (18-24") 







Sample Time: 




(0-6") Sample ID: 


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AREA: |3 



•PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: \3 A 




SAMPLER(S):r,r.v/Vf(f i cf«o/i.vi DATE: I6-Z9-97 (0-6") 


(18-24") 


REMARKS: f ; D n ack Cr.rrm n e.n*-«. 









Sample Time: / 3 V ^ 


(0-6") Sample ID: R13/9AA 
(18-24") 


(0-6:) 
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VOC grab sample was collected from boring: #\£? 



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^PROJECT NAME:, MMR 
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5SAMPLER(S): l*-ft,p£._4 TP DATE: 

f REMARKS: 

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PROJECT NUMBER: 313000103 GRID ID: i\ 

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AREA: / 3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: / 3 3 

SAMPLER(S): T- mUlf T. i\rehiA DATE: / o -li-IV (0-6") (18-24") 

REMARKS: Qj) BAcKCte ci Njj c . cy^ /c/ 



Sample Time: \h!Q 



_(0-6") Sample ID: M LRAA 
(18-24") 



.(0-6:) 
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Hand Auger Log 



AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: /3/3 

SAMPLERS: Kb/ FE/SF DATE: (0-6") ^zHll?_ (18-24") 

REMARKS: 



Sample Time: 


/^3o 


(0-6") Sample ID: 

(18-24") 3/3 B&A 

VOC grab sample was collected from boring: 


(0-6") 
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AREA: 



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PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 
SAMPLER(S):T.c;^/,^)T. Dw*cA DATE: /«7 -otf-77 (0-6") 


/3jf 

(18-24") 


REMARKS: f j p rt /> <rkfa ca » o- o.p * m ■ 


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Sample Time: / 5 a (0-6") Sample ID: Q yj ca a 

(18-24") 


(0-6:) 
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Hand Auger Log 



AREA: /J 



PROJECTNAME: MMR PROJECT NUMBER: 31300-0103 GRID ID: 

SAMPLERS: /fD/tf/j^ DATE: 

REMARKS: 



.(0-6") <2-5~-?? Q8-24") 



Sample Time: 



o$30 



_(0-6") 
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Sample ID: 



Q/7C3/4 



.(0-6") 

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VOC grab sample was collected from boring:. 



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OGDEN 

£9 m & m k 



Hand Auger Log 



AREA: 



12l 



.( 1 8-24") 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: [ 3 O 

SAMPLER(S): T. n toUtr o ?„,,*. DATE: \Jt2±3_2 (0-6") 

REMARKS: f-'iQ JA£t£klJjMJl °j£-fL(Ld ' 



Sample Time: 


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(18-24") 

VOC grab sample was collected from boring: tf' * 


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Soil Description: 7 fl/fl f 

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Hand Auger Log 



AREA: /3 



1 



PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERS): K\)/EEp£ DATE: 
REMARKS: 


31300-0103 
(0-6") 


GRID ID: 


/3 b 

(18-24") 







Sample Time: 


O9*o 


(0-6") Sample ID: 

(18-24") B/3D8A 

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(0-6") 
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Hand Auger Log 



AREA: /3 



PROJECT NAME: MMR PROJECT NUMBER: 313000103 GRID ID: 13 E 
SAMPLER(S): ?. n^r^.i. cPc/f,^ DATE: it>-?<7-77 (0-6") 



.(18-24") 



REMARKS: [-\ R rfCtzCpeciA/ D c-oc/?ai< D ft P AV /1 7 c y/ir>^i^ -? /! K f // 



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Time: 


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ID 


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Soil Description: <^ ^^7 £ 



Soil Dcscriplion: J~/lyi£ 



Soil Dcscriplion: S" 4 /A £ 



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Soil Description: 5 /4/t £ 



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Hand Auger Log 



AREA: /3 



PROJECT NAME: MMR PROJECT NUMBER: 
SAMPLERCSV. KbJFB/SP DATE: 

REMARKS: 


31300-0103 

(0-6") 


GRID ID: 


/'3£ 

(18-24") 









Sample Time: 


/0 20 


(0-6") Sample ID: 

(18-24") 3/3 £8/1 


(0-6") 
(18-24") 


VOC grab sample was collected from boring: *^ 



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fl""0 E3 



Hand Auger Log 



AREA: 



13, 



PROJECT NAME: MMR v . 
SAMPLER(S): P.£*Q^VJ 

REMARKS: T SbrniJfi 


PROJECT NUMBER: 313OOOI03 GRID1D: 


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DATE: l-^-|-^S (0-6") 


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SAMPLER(S): R P / J~ D DATE: 

REMARKS: 



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PROJECT NAME: MMR 

SAMPLER(S):_LSfi*5> 

REMARKS: 



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PROJECT NAME: MMR 
SAMPLERS): R P / 1 D 

REMARKS: 


PROJECT NUMBE 
DATE: 


R: 313000103 GRID ID: I3£- 




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SAMPLER(S): £ P /.T h 
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PROJECT NUMBER: 313000103 GRID ID: J 3 H 

DATE: (0-6") 3 ■ > ST • <? &* (1 8-24") 

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SAMPLER(S): $ $ tJZjXvd) DATE:' ( -AH?fr- ( 0-6' ; ) .__ 
REMARKS: 'T, krr^Vf jL-d£ktdl ar7 7? 



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(18-24- 

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